Journals


Analysis of fuel storage tanks under internal deflagrations with different venting technologies: an experimental and numerical study

[J65] Hernández, F., Cárcamo, L., Hao, H., Zhang, X., Contraras, N., and Astroza, R. (2025)

Analysis of fuel storage tanks under internal deflagrations with different venting technologies: an experimental and numerical study

Engineering Failure Analysis 167(A), 108948
Effect of bidirectional hysteretic dampers on the seismic performance of skewed multi-span highway bridges

[J62] Aldea, S., Bazáez, R., Heresi, P., and Astroza, R. (2024)

Effect of bidirectional hysteretic dampers on the seismic performance of skewed multi-span highway bridges

Buildings 2024, 14, 1778
Estimation of empirical response spectrum and local responses of the Justicia Espada Acuña Mena building using the mod-x(var) method for the 2010 Central Chilean mega-earthquake (Mw=8.8)

[J61] Arellano, B., Hernández, F., Massone, L., Astroza, R., Soto, P., Contreras, N., and Garrido, B. (2024)

Estimation of empirical response spectrum and local responses of the Justicia Espada Acuña Mena building using the mod-x(var) method for the 2010 Central Chilean mega-earthquake (Mw=8.8)

Journal of Building Engineering, 92, 109599
Seismic fragility analysis of simply supported bridges considering uncertainty in scour condition

[J60] Pinto, F., Astroza, R., Pizarro, A., Bazáez, R., and Hernández, F. (2024)

Seismic fragility analysis of simply supported bridges considering uncertainty in scour condition

Structures, 64, 106570
Soil amplification in the Santiago city, Chile, due to shallow crustal earthquakes

[J59] Ortiz, F.; Pastén, C.; Bustos, J.; Ruiz, S.; Astroza, R.; and Easton, G. (2024)

Soil amplification in the Santiago city, Chile, due to shallow crustal earthquakes

Soil Dynamics and Earthquake Engineering, 181, 108633
Autonomous sensor system for low-capacity wind turbine blade vibration measurement

[J58] Muxica, D., Rivera, S., Orchard, M.E., Ahumada, C., Jaramillo, F., Bravo, F., Gutiérrez, J.M., and Astroza, R. (2024)

Autonomous sensor system for low-capacity wind turbine blade vibration measurement

Sensors 2024, 24(6), 1733
Effects of soil spatial variability on the seismic response of multi‑span simply‑supported highway bridges

[J57] Guajardo, B., Pinto, F.J., and Astroza, R. (2024)

Effects of soil spatial variability on the seismic response of multi‑span simply‑supported highway bridges

Bulletin of Earthquake Engineering, 22, 2643–2675
Evolution of modal parameters of composite wind turbine blades under short‑ and long‑term forced vibration tests

[J56] Gutiérrez, J.M., Astroza, R., Jaramillo, F., Orchard, M., and Guarini, M. (2024)

Evolution of modal parameters of composite wind turbine blades under short‑ and long‑term forced vibration tests

Journal of Civil Structural Health Monitoring, In Press
A simplified tri-linear model for monolithic exterior shear keys failing in sliding shear

[J55] Birrell, M., Astroza, R., Murcia-Delso, J., Hernández, F., and Bazáez, R. (2024)

A simplified tri-linear model for monolithic exterior shear keys failing in sliding shear

Structures, 61, 105934
Probabilistic seismic assessment of multispan RC highway bridges considering soil-structure interaction and chloride-induced corrosion

[J54] Pinto, F., Astroza, R., Bazáez, R., Hernández, F., and Navarro, N. (2024)

Probabilistic seismic assessment of multispan RC highway bridges considering soil-structure interaction and chloride-induced corrosion

Engineering Structures, 301, 117257
Data-driven analysis of crustal and subduction seismic environments using interpretation of deep learning-based generalized ground motion models

[J53] Fayaz, J., Astroza, R., Angione, C., and Medalla, M. (2024)

Data-driven analysis of crustal and subduction seismic environments using interpretation of deep learning-based generalized ground motion models

Expert Systems with Applications Volume 238 (Part A), 121731
Test Data-Informed Nonlinear Finite Element Model Updating and Damage Inference of a Shake-table Tested Bridge Column considering Bond-slip under Multiple Earthquakes

[J51] Liu, Z., Abtahi, S., Astroza, R., and Li, Y. (2023)

Test Data-Informed Nonlinear Finite Element Model Updating and Damage Inference of a Shake-table Tested Bridge Column considering Bond-slip under Multiple Earthquakes

Journal of Earthquake Engineering, 27(7), 1875-1899
Uncertainty Quantification in Constitutive Models of Highway Bridge Components: Seismic Bars and Elastomeric Bearings

[J50] Pinto, F.J., Toledo, J., Birrell, M., Bazáez, R., Hernández, F., and Astroza, R. (2023)

Uncertainty Quantification in Constitutive Models of Highway Bridge Components: Seismic Bars and Elastomeric Bearings

Materials, 16(5), 1792
Two-dimensional simulation of the seismic response of the Santiago Basin, Chile

[J49] Bustos, J., Pastén, C., Pavez, D., Acevedo, M., Ruiz, S.; and Astroza, R. (2023)

Two-dimensional simulation of the seismic response of the Santiago Basin, Chile

Soil Dynamics and Earthquake Engineering, 164, 107569
Modeling the loss of vibration energy in buildings to elastic-waves using high-fidelity fe modeling and absorbent exterior boundaries

[J48] Pinto, F.J., Ledezma, C., Astroza, R., and Abell, J.A. (2022)

Modeling the loss of vibration energy in buildings to elastic-waves using high-fidelity fe modeling and absorbent exterior boundaries

Journal of Earthquake Engineering, 26(13), 6567-6584
Adobe mixtures reinforced with fibrillated polypropylene fibers:  physical/mechanical/fracture/durability performance and its limits due to fiber clustering

[J47] Burbano-García, C., Araya-Letelier, G., Astroza, R., and Silva, Y.F. (2022)

Adobe mixtures reinforced with fibrillated polypropylene fibers: physical/mechanical/fracture/durability performance and its limits due to fiber clustering

Construction and Building Materials, 343, 128102
Soil-basement interaction effects on the seismic response of tall buildings with basement levels

[J46] Pinto, F.J., Ledezma, C., Abell, J.A., Astroza, R., and Dashti, S (2022)

Soil-basement interaction effects on the seismic response of tall buildings with basement levels

Engineering Structures, 263, 114406
Statistical analysis of the modal properties of a seismically-damaged five-story RC building identified using ambient vibration data

[J44] Astroza, R., Conte, J.P., Restrepo, J.I., Ebrahimian, H., and Hutchinson, T.C. (2022)

Statistical analysis of the modal properties of a seismically-damaged five-story RC building identified using ambient vibration data

Journal of Building Engineering, 52, 104411
A Bayesian approach for fatigue damage diagnosis and prognosis of wind turbine blades

[J43] Jaramillo, F., Gutiérrez, J.M., Orchard, M., Guarini, M., and Astroza, R. (2022)

A Bayesian approach for fatigue damage diagnosis and prognosis of wind turbine blades

Mechanical Systems and Signal Processing, 174, 109067
A experimental study of a cable-pulleys spring-damper energy dissipation system for buildings

[J42] Hernández, F., Astroza, R., Beltrán, J.F., Zhang, X., and Mercado, V. (2022)

A experimental study of a cable-pulleys spring-damper energy dissipation system for buildings

Journal of Building Engineering, 51, 104034
A Lifecyle assessment of a low-energy mass-timber building and mainstream concrete alternative in Central Chile

[J41] Felmer, G., Morales-Vera, R., Astroza, R., González, I., Puettmann, M., and Wishnie, M. (2022)

A Lifecyle assessment of a low-energy mass-timber building and mainstream concrete alternative in Central Chile

Sustainability, 14(3), 1249
Bayesian updating and identifiability assessment of nonlinear finite element models

[J40] Ramancha, M.K., Astroza, R., Madarshahian, R., and Conte, J.P. (2022)

Bayesian updating and identifiability assessment of nonlinear finite element models

Mechanical Systems and Signal Processing., 167 Part A, 108517
Time variant system identification of superstructures of base-isolated buildings

[J38] Hernández, F., Díaz, P., and Astroza, R., Ochoa-Cornejo, F., and Zhang, X. (2021)

Time variant system identification of superstructures of base-isolated buildings

Engineering Structures, 246, 112697
Bayesian inference for calibration and validation of uniaxial reinforcing steel models

[J37] Birrell, M., Astroza, R., Restrepo, J.I., Loftizadeh, K., Carreño, R., Bazaez, R., and Hernandez, F. (2021)

Bayesian inference for calibration and validation of uniaxial reinforcing steel models

Engineering Structures, 243, 112386
Seismic response analysis and modal identification of a full-scale five-story base-isolated building tested on the NEES@UCSD shake table

[J36] Astroza, R., Conte, J.P., Restrepo, J.I., Ebrahimian, H., and Hutchinson, T.C. (2021)

Seismic response analysis and modal identification of a full-scale five-story base-isolated building tested on the NEES@UCSD shake table

Engineering Structures, 238, 112087
Bayesian parameter and joint probability distribution estimation for a hysteretic constitutive model of reinforcing steel

[J35] Birrell, M., Astroza, R., Carreño, R., Restrepo, J.I., and Araya-Letelier, G. (2021)

Bayesian parameter and joint probability distribution estimation for a hysteretic constitutive model of reinforcing steel

Structural Safety, 90, 102062
Real-time thermal dynamic analysis of a house using RC models and joint state-parameter estimation

[J34] Li, Y., Castiglione, J., Astroza, R., and Chen, Y. (2021)

Real-time thermal dynamic analysis of a house using RC models and joint state-parameter estimation

Building and Environment, 188, 107184
Parameter estimation of resistor-capacitor models for building thermal dynamics using the unscented Kalman filter

[J33] Chen, Y., Castiglione, J., Astroza, R., and Li, Y. (2021)

Parameter estimation of resistor-capacitor models for building thermal dynamics using the unscented Kalman filter

Journal of Building Engineering, 34, 101639
Byopolymer-waste fiber reinforcement for earthen materials: capillarity, mechanical, impact and abrasion performance

[J32] Gonzalez-Calderon, H., Araya-Letelier, G., Kunze, S., Burbano-Garcia, C., Reidel, U., Sandoval, C., Astroza, R., and Bas, F. (2020)

Byopolymer-waste fiber reinforcement for earthen materials: capillarity, mechanical, impact and abrasion performance

Polymers, 12(8), 1819
Adaptive Kalman filters for nonlinear finite element model updating

[J31] Song, M., Astroza, R., Ebrahimian, H., Papadimitriou, C., and Moaveni, B (2020)

Adaptive Kalman filters for nonlinear finite element model updating

Mechanical Systems and Signal Processing, 143, 10683.
Auto-regressive model based input and parameter estimation for nonlinear finite element models

[J30] Castiglione, J., Astroza, R., Eftekhar Azam, S., and Linzell, D. (2020)

Auto-regressive model based input and parameter estimation for nonlinear finite element models

Mechanical Systems and Signal Processing, 143, 106779.
Shear bond behaviour of elemental composite beams with different configurations

[J29] Sheet, I.S., Ahmed, S.M., Avudaiappan, S., Saavedra Flores, E.I., Chandra, Y., and Astroza, R. (2019)

Shear bond behaviour of elemental composite beams with different configurations

Engineering Structures, 201, 109742, 1–9.
Bayesian updating of complex nonlinear FE models with high-dimensional parameter space using heterogeneous measurements and a batch-recursive approach

[J28] Astroza, R., Barrientos, N., Li, Y., Saavedra Flores, E., and Liu, Z. (2019)

Bayesian updating of complex nonlinear FE models with high-dimensional parameter space using heterogeneous measurements and a batch-recursive approach

Engineering Structures, 201, 109724, 1–21.
Uncertainty quantification and propagation in the modeling of liquefiable sands

[J27] Mercado, V., Ochoa, F., Astroza, R., El-Sekelly, W., Abdoun, T., Pastén, C., and Hernández, F. (2019)

Uncertainty quantification and propagation in the modeling of liquefiable sands

Soil Dynamics and Earthquake Engineering, 123, 217-229.
Information-theoretic approach for identifiability assessment of nonlinear structural finite element models

[J26] Ebrahimian, H., Astroza, R., Conte, J.P., and Bitmead, R. (2019)

Information-theoretic approach for identifiability assessment of nonlinear structural finite element models

ASCE Journal of Engineering Mechanics, 145(7), 04019039.
Effects of model uncertainty in nonlinear structural finite element model updating by numerical simulation of building structures

[J25] Astroza, R. and Alessandri, A. (2019)

Effects of model uncertainty in nonlinear structural finite element model updating by numerical simulation of building structures

Structural Control and Health Monitoring, 26(3), e2297.
Performance comparison of Kalman−based filters for nonlinear structural finite element model updating

[J24] Astroza, R.,Ebrahimian, H., and Conte, J.P. (2019)

Performance comparison of Kalman−based filters for nonlinear structural finite element model updating

Journal of Sound and Vibration, 438, 520-542.
A dual adaptive filtering approach for nonlinear finite element model updating accounting for modeling uncertainty

[J23] Astroza, R., Alessandri, A., and Conte, J.P. (2019)

A dual adaptive filtering approach for nonlinear finite element model updating accounting for modeling uncertainty

Mechanical Systems and Signal Processing, 115, 782–800.
Bayesian optimal estimation for output-only nonlinear system and damage identification of civil structures

[J22] Ebrahimian, H., Astroza, R., Conte, J.P., and Papadimitriou, C. (2018)

Bayesian optimal estimation for output-only nonlinear system and damage identification of civil structures

Structural Control and Health Monitoring, 25(4), e2128.
Time-variant modal parameters and response behavior of a base-isolated building tested on a shake table

[J21] Astroza, R., Gutierrez, G., Repenning, C., and Hernández, F. (2018)

Time-variant modal parameters and response behavior of a base-isolated building tested on a shake table

Earthquake Spectra, 34(1), 121-143.
Pre-test nonlinear finite element simulation of a full scale five-story reinforced concrete building tested on the NEES-UCSD shake table

[J20] Ebrahimian, H., Astroza, R., Conte, J.P., and Hutchinson, T.C. (2018)

Pre-test nonlinear finite element simulation of a full scale five-story reinforced concrete building tested on the NEES-UCSD shake table

ASCE Journal of Structural Engineering, 144(3), 04018009.
Nonlinear FE model updating of seismic isolated bridge instrumented during the 2010 Mw 8.8 Maule-Chile Earthquake

[J19] Li, Y., Astroza, R., Conte, J.P., and Soto, P. (2017)

Nonlinear FE model updating of seismic isolated bridge instrumented during the 2010 Mw 8.8 Maule-Chile Earthquake

Procedia Engineering, 199, 3003–3008.
A nonlinear model inversion method for joint system parameter, noise, and input identification of civil structures

[J18] Ebrahimian, H., Astroza, R., Conte, J.P., and Papadimitriou, C. (2017)

A nonlinear model inversion method for joint system parameter, noise, and input identification of civil structures

Procedia Engineering, 199, 924–929.
Nonlinear FE model updating and reconstruction of the response of an instrumented seismic isolated bridge to the 2010 Maule Chile earthquake

[J17] Li, Y., Astroza, R., Conte, J.P., and Soto, P. (2017)

Nonlinear FE model updating and reconstruction of the response of an instrumented seismic isolated bridge to the 2010 Maule Chile earthquake

Earthquake Engineering & Structural Dynamics, 46(15), 2699–2716.
Predominant period and equivalent viscous damping ratio identification on a full-scale building shake table test

[J16] Chen, M.C., Astroza, R., Restrepo, J.I., Conte, J.P., Hutchinson, T.C., and Bock, Y. (2017)

Predominant period and equivalent viscous damping ratio identification on a full-scale building shake table test

Earthquake Engineering & Structural Dynamics, 46(14), 2459–2477.
Site response analysis using one-dimensional equivalent-linear method and Bayesian filtering

[J15] Astroza, R., Pastén, C., and Ochoa-Cornejo, F. (2017)

Site response analysis using one-dimensional equivalent-linear method and Bayesian filtering

Computers and Geotechnics, 89, 43–54.
Shake table testing of an elevator system in a full-scale five-story building

[J14] Wang, X., Hutchinson, T.C., Astroza, R., Conte, J.P., Restrepo, J.I., Hoehler, M.S., and Ribeiro, W. (2017)

Shake table testing of an elevator system in a full-scale five-story building

Earthquake Engineering & Structural Dynamics, 46(3), 391–407.
Bayesian nonlinear structural FE model and seismic input identification for damage assessment of civil structures

[J13] Astroza, R., Ebrahimian, H., Li, Y., and Conte, J.P. (2017)

Bayesian nonlinear structural FE model and seismic input identification for damage assessment of civil structures

Mechanical Systems and Signal Processing, 93, 661–687.
Nonlinear finite element model updating for damage identification of civil structures using batch Bayesian estimation

[J12] Ebrahimian, H., Astroza, R., Conte, J.P., and de Callafon, R.A. (2017)

Nonlinear finite element model updating for damage identification of civil structures using batch Bayesian estimation

Mechanical Systems and Signal Processing, 84 Part B (Special issue on Recent Advances in Nonlinear System Identification), 194–222.
Finite element model updating using simulated annealing hybridized with unscented Kalman filter

[J11] Astroza, R., Nguyen, L.T., and Nestorović, T. (2016)

Finite element model updating using simulated annealing hybridized with unscented Kalman filter

Computers & Structures, 177, 176–191.
Landmark dataset from the building nonstructural components and systems (BNCS) project

[J10] Pantoli, E., Chen, M.C., Hutchinson, T.C., Astroza, R., Conte, J.P., Ebrahimian, H., Restrepo, J.I., and Wang, X. (2016)

Landmark dataset from the building nonstructural components and systems (BNCS) project

Earthquake Spectra, 32(2), 1239–1260.
Full-scale structural and nonstructural building system performance during earthquakes: Part II – NCS damage states

[J9] Pantoli, E., Chen, M.C., Wang, X., Astroza, R., Ebrahimian, H., Hutchinson, T.C., Conte, J.P., Restrepo, J.I., Marin, C., Walsh, K., Bachman, R., Hoehler, M., Englekirk, R., and Faghihi, M. (2016)

Full-scale structural and nonstructural building system performance during earthquakes: Part II – NCS damage states

Earthquake Spectra, 32(2), 771–794.
Full-scale structural and nonstructural building system performance during earthquakes: Part I – Specimen description, test protocol, and structural response

[J8] Chen, M.C., Pantoli, E., Wang, X., Astroza, R., Ebrahimian, H., Hutchinson, T.C., Conte, J.P., Restrepo, J.I., Marin, C., Walsh, K., Bachman, R., Hoehler, M., Englekirk, R., and Faghihi, M. (2016)

Full-scale structural and nonstructural building system performance during earthquakes: Part I – Specimen description, test protocol, and structural response

Earthquake Spectra, 32(2), 737–770.
Influence of the construction process and nonstructural components on the modal properties of a five-story building

[J7] Astroza, R., Ebrahimian, H., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2016)

Influence of the construction process and nonstructural components on the modal properties of a five-story building

Earthquake Engineering & Structural Dynamics, 45(7), 1063–1084.
System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake table

[J6] Astroza, R., Ebrahimian, H., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2016)

System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake table

Structural Control and Health Monitoring, 23(3), 535–559.
Dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table test program

[J5] Wang, X., Astroza, R., Hutchinson, T.C., Conte, J.P., and Restrepo, J.I. (2015)

Dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table test program

Earthquake Engineering & Structural Dynamics, 44(14), 2507–2527.
Extended Kalman filter for material parameter estimation in nonlinear structural finite element models using direct differentiation method

[J4] Ebrahimian, H., Astroza, R., and Conte, J.P. (2015)

Extended Kalman filter for material parameter estimation in nonlinear structural finite element models using direct differentiation method

Earthquake Engineering & Structural Dynamics, 44(10), 1495–1522.
Material parameter identification in distributed plasticity FE models of frame-type structures using nonlinear stochastic filtering

[J3] Astroza, R., Ebrahimian, H., and Conte, J.P. (2015)

Material parameter identification in distributed plasticity FE models of frame-type structures using nonlinear stochastic filtering

ASCE Journal of Engineering Mechanics, 141(5), 04014149.
Experimental evaluation of the seismic response of a roof-top mounted cooling tower

[J2] Astroza, R., Pantoli, E., Selva, F., Restrepo, J.I., Hutchinson, T.C., and Conte, J.P. (2015)

Experimental evaluation of the seismic response of a roof-top mounted cooling tower

Earthquake Spectra, 31(3), 1567–1589.
Damage assessment and seismic intensity analysis of the 2010 (Mw 8.8) Maule Earthquake.

[J1] Astroza, M., Ruiz, S., and Astroza, R. (2012)

Damage assessment and seismic intensity analysis of the 2010 (Mw 8.8) Maule Earthquake.

Earthquake Spectra, 28(S1), S145–S164.

Conference Proceedings


Bayesian nonlinear finite element model updating of a full-scale bridge-column using sequential Monte Carlo

[C78] Ramancha, M.K., Astroza, R., Conte, J.P., Restrepo, J.I., and Todd, M.D. (2020)

Bayesian nonlinear finite element model updating of a full-scale bridge-column using sequential Monte Carlo

Adaptive unscented Kalman filter for nonlinear model updating and estimation of modeling errors

[C77] Song, M., Astroza, R., Ebrahimian, H., Moaveni, B., and Papadimitriou, C. (2020)

Adaptive unscented Kalman filter for nonlinear model updating and estimation of modeling errors

Proc. 38th International Modal Analysis Conference (IMAC XXXVIII), Houston, TX.
Output-only nonlinear finite element model updating using autoregressive process

[C76] Castiglione, J., Astroza, R., Eftekhar Azam, S., and Linzell, D. (2020)

Output-only nonlinear finite element model updating using autoregressive process

Proc. 38th International Modal Analysis Conference (IMAC XXXVIII), Houston, TX.
Calibration of finite element models using Bayesian inference methods

[C75] Astroza, R. (2019)

Calibration of finite element models using Bayesian inference methods

Proc. 18th Chilean Conference on Computational Mechanics (JMC 2019)
Experimental system and damage identification of small-scale wind turbine blades

[C74] Gutiérrez, J.M., Astroza. R., Abell, J., Soto, C., Jaramillo, F., Guarini, M., and Orchard, M. (2019)

Experimental system and damage identification of small-scale wind turbine blades

Proc. 8th International Conference Experimental Vibration Analysis for Civil Engineering Structures (EVACES2019), Nanjing, China.
On the performance of unscented Kalman filters in parameter estimation of nonlinear finite element models

[C73] Astroza. R. and Barrientos, N. (2019)

On the performance of unscented Kalman filters in parameter estimation of nonlinear finite element models

Proc. 8th International Conference Experimental Vibration Analysis for Civil Engineering Structures (EVACES2019), Nanjing, China.
Vibration-based damage identification of wind turbine blades

[C72] Gutiérrez, J.M., Astroza. R., Jaramillo, F., Orchard, M., Abell, J., and Guarini, M (2019)

Vibration-based damage identification of wind turbine blades

Proc. Wind Energy Science Conference (WESC) 2019, Cork, Ireland.
Damage diagnosis and prognosis of wind turbine blades using Bayesian filtering

[C71] Jaramillo, F., Astroza. R., Orchard, M., Abell, J., and Guarini, M. (2019)

Damage diagnosis and prognosis of wind turbine blades using Bayesian filtering

Proc. Wind Energy Science Conference (WESC) 2019, Cork, Ireland.
Dynamic characterization of a full-scale 5-story R/C seismically damaged building specimen

[C70] Astroza, R., Hernández, F., Gutiérrez, G., and Díaz, P. (2019)

Dynamic characterization of a full-scale 5-story R/C seismically damaged building specimen

Proc. 12th Canadian Conference on Earthquake Engineering (12CCEE), Quebec City.
Nonlinear finite element model updating of partially identifiable models using Bayesian filtering

[C69] Ramancha, M.K., Madarshahian, R., Astroza, R., and Conte, J.P. (2019)

Nonlinear finite element model updating of partially identifiable models using Bayesian filtering

Proc. Engineering Mechanics Institute Conference 2019, California Institute of Technology, CA.
Adaptive UKF for nonlinear model calibration

[C68] Song, M., Astroza, R., Ebrahimian, H., Moaveni, B., and Papadimitrou, C. (2019)

Adaptive UKF for nonlinear model calibration

Engineering Mechanics Institute Conference 2019, California Institute of Technology, CA.
Dynamic response of the Santiago basin: Numerical modeling of a unidimensional and bi-dimensional geotechnical profile

[C64] Pavez, D., Pastén, C., Ruiz, S., Astroza, R., and Leyton, F. (2019)

Dynamic response of the Santiago basin: Numerical modeling of a unidimensional and bi-dimensional geotechnical profile

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
System identification of the superstructure of base isolated buildings using a sub-structuring approach

[C66] Hernández, F., Díaz, P., Astroza, R., Ochoa, F., and Soto, P. (2019)

System identification of the superstructure of base isolated buildings using a sub-structuring approach

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Reasons for building collapses during the Puebla-Morelos (Mw 7.1) Earthquake

[C67] Hernández, F., Astroza, R., Ochoa, F., and Pastén, C. (2019)

Reasons for building collapses during the Puebla-Morelos (Mw 7.1) Earthquake

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Effect of the pseudo-static component on structures under multiple support seismic excitation

[C65] Hernández, F., Guerrero, O., Astroza, R., Ochoa, F, and Soto, P. (2019)

Effect of the pseudo-static component on structures under multiple support seismic excitation

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Geotechnical aspects of the 2017 Mw 7.1 Puebla-Morelos Earthquake

[C63] Ochoa-Cornejo, F., Pastén, C., Hernández, F., and Astroza, R. (2019)

Geotechnical aspects of the 2017 Mw 7.1 Puebla-Morelos Earthquake

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Nonlinear finite element model of the Marga-Marga bridge and its calibration using data recorded during the Maule 2010 earthquake

[C62] Li, Y., Astroza, R., Conte, J.P., and Soto, P. (2019)

Nonlinear finite element model of the Marga-Marga bridge and its calibration using data recorded during the Maule 2010 earthquake

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Intensity attenuation curves for Chile considering earthquakes from 1906 to 2016

[C61] Astroza, R., Iturriaga, A., Ureta, S., Carrasco, M., and Astroza, M. (2019)

Intensity attenuation curves for Chile considering earthquakes from 1906 to 2016

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Dynamic characterization of a full-scale 5-story R/C seismically damaged building specimen

[C58] Astroza, R., Hernández, F., Díaz, P., and Gutiérrez, G. (2019)

Dynamic characterization of a full-scale 5-story R/C seismically damaged building specimen

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Dealing with modeling errors in nonlinear mechanics-based finite element model updating

[C59] Astroza, R., and Alessandri, A. (2019)

Dealing with modeling errors in nonlinear mechanics-based finite element model updating

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Damage identification in civil structures by using nonlinear finite element models and Bayesian methods

[C60] Astroza, R., Ebrahimian, H., and Conte, J.P. (2019)

Damage identification in civil structures by using nonlinear finite element models and Bayesian methods

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Dynamic properties of a full-scale 5-story base-isolated R/C building tested on a shake table

[C57] Astroza, R., Hernández, F., Gutiérrez, G., and Repenning, C. (2019)

Dynamic properties of a full-scale 5-story base-isolated R/C building tested on a shake table

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Shake table tests of a full-scale five-story building

[C56] Astroza, R., Chen. M., Ebrahimian, H., Pantoli, E., Wang, X., Conte, J.P., Hutchisnon, T.C., and Restrepo, J.I. (2019)

Shake table tests of a full-scale five-story building

XII Chilean Conference on Seismology and Earthquake Engineering, Valdivia, Chile.
Calibration of a large nonlinear finite element model of a highway bridge with many uncertain parameters

[C55] Astroza, R., Barrientos, N., Li, Y., and Saavedra Flores, E. (2019)

Calibration of a large nonlinear finite element model of a highway bridge with many uncertain parameters

Proc. 37th International Modal Analysis Conference (IMAC XXXVII), Orlando, FL.
Finite element model updating accounting for modeling uncertainty

[C54] Astroza, R., Alessandri, A., and Conte, J.P (2019)

Finite element model updating accounting for modeling uncertainty

Proc. 37th International Modal Analysis Conference (IMAC XXXVII), Orlando, FL.
Non-unique solution in material parameter identification of nonlinear FE models governed by multiaxial material constitutive law

[C53] Ramancha, M.K., Madarshahian, R., Astroza, R., and Conte, J.P. (2019)

Non-unique solution in material parameter identification of nonlinear FE models governed by multiaxial material constitutive law

Proc. 37th International Modal Analysis Conference (IMAC XXXVII), Orlando, FL.
System identification of a five-story building using seismic strong-motion data

[C52] Astroza, R., Hernández, F., Díaz, P., and Gutiérrez, G. (2019)

System identification of a five-story building using seismic strong-motion data

Proc. 37th International Modal Analysis Conference (IMAC XXXVII), Orlando, FL.
Time evolution of the modal parameters of a five-story building using strong motion data

[C51] Astroza, R. (2018)

Time evolution of the modal parameters of a five-story building using strong motion data

Proc. 11th U.S. National Conference in Earthquake Engineering (11NCEE), Los Angeles, CA.
Uncertainty quantification of soil dynamics properties via Bayesian model updating

[C50] Pájaro, C., Mercado, V., Ortiz, A.R., and Astroza, R. (2018)

Uncertainty quantification of soil dynamics properties via Bayesian model updating

Proc. Engineering Mechanics Institute Conference 2018, Massachusetts Institute of Technology, MA.
Nonlinear FE model updating of seismic isolated bridge instrumented during the 2010 Mw 8.8 Maule-Chile Earthquake

[C49] Li, Y, Astroza, R., Conte, J.P., and Soto, P. (2017)

Nonlinear FE model updating of seismic isolated bridge instrumented during the 2010 Mw 8.8 Maule-Chile Earthquake

Proc. 10th International Conference on Structural Dynamics (EURODYN 2017), Rome, Italy.
A nonlinear model inversion method for joint system parameter, noise, and input identification of civil structures

[C48] Ebrahimian, H., Astroza, R., Conte, J.P., and Papadimitriou, C. (2017)

A nonlinear model inversion method for joint system parameter, noise, and input identification of civil structures

Proc. 10th International Conference on Structural Dynamics (EURODYN 2017), Rome, Italy.
Nonlinear finite element model parameter estimation including modeling errors

[C47] Astroza, R., Alessandri, A., Conte, J.P. (2017)

Nonlinear finite element model parameter estimation including modeling errors

Proc. 7th International Conference Experimental Vibration Analysis for Civil Engineering Structures (EVACES2017), San Diego, CA.
System identification of a base-isolated building using seismic data

[C46] Astroza, R., Gutierrez, G., Repenning, C., and Hernandez, F. (2017)

System identification of a base-isolated building using seismic data

Proc. 7th International Conference Experimental Vibration Analysis for Civil Engineering Structures (EVACES2017), San Diego, CA.
Nonlinear finite element model updating and damage identification of civil structures using Bayesian methods

[C45] Conte, J.P., Astroza, R., and Ebrahimian, H. (2017)

Nonlinear finite element model updating and damage identification of civil structures using Bayesian methods

Proc. 35th International Modal Analysis Conference (IMAC XXXV), Garden Grove, CA. (Invited Tutorial Session)
Bayesian inference method for blind nonlinear system and damage identification of civil structures

[C44] Ebrahimian, H., Astroza, R., Conte, J.P., and Papadimitriou, C. (2017)

Bayesian inference method for blind nonlinear system and damage identification of civil structures

Proc. 35th International Modal Analysis Conference (IMAC XXXV), Garden Grove, CA.
Investigation of seismic isolation for California high-speed rail prototype bridge in the context of probabilistic performance-based optimum seismic design

[C43] Li, Y., Astroza, R., and Conte, J.P. (2017)

Investigation of seismic isolation for California high-speed rail prototype bridge in the context of probabilistic performance-based optimum seismic design

Proc. 16th World Conference on Earthquake Engineering, Santiago, Chile.
Seismic structural health monitoring using Bayesian methods and nonlinear structural finite element models

[C42] Astroza, R., Ebrahimian, H., and Conte, J.P. (2017)

Seismic structural health monitoring using Bayesian methods and nonlinear structural finite element models

Proc. 16th World Conference on Earthquake Engineering, Santiago, Chile.
Identifiability assessment of nonlinear structural system identification problems

[C41] Ebrahimian, H., Astroza, R., Conte, J.P., and Bitmead, R.R. (2016)

Identifiability assessment of nonlinear structural system identification problems

Proc. Engineering Mechanics Institute Conference, Vanderbilt University, TN.
Nonlinear finite element model updating and seismic response reconstruction of Marga-Marga Bridge during the Mw 8.8 Maule, Chile Earthquake

[C40] Li, Y., Astroza, R., and Conte, J.P. (2016)

Nonlinear finite element model updating and seismic response reconstruction of Marga-Marga Bridge during the Mw 8.8 Maule, Chile Earthquake

Proc. Engineering Mechanics Institute Conference, Vanderbilt University, CA.
Bayesian methods for nonlinear finite element model updating and damage identification of civil structures

[C39] Astroza, R., Ebrahimian, H., and Conte, J.P. (2016)

Bayesian methods for nonlinear finite element model updating and damage identification of civil structures

Proc. Engineering Mechanics Institute Conference, Vanderbilt University, TN, May 22-25, 2016. Keynote in mini-symposium EMI-MS-01: Structural Identification and Damage Detection.
Bayesian methods for nonlinear system identification of civil structures

[C38] Conte, J.P., Astroza, R., and Ebrahimian, H. (2015)

Bayesian methods for nonlinear system identification of civil structures

Proc. 6th International Conference Experimental Vibration Analysis for Civil Engineering Structures (EVACES’15), Dübendorf, Switzerland.
Material parameter estimation in distributed plasticity FE models using the unscented Kalman filter

[C37] Astroza, R., Ebrahimian, H., and Conte, J.P. (2015)

Material parameter estimation in distributed plasticity FE models using the unscented Kalman filter

Proc. 12th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP12, Vancouver, Canada.
Blind identification of nonlinear civil structures using sparse seismic response data

[C36] Astroza, R., Ebrahimian, H., and Conte, J.P. (2015)

Blind identification of nonlinear civil structures using sparse seismic response data

Proc. Engineering Mechanics Institute Conference, Stanford University, CA.
Nonlinear structural finite element model updating and uncertainty quantification

[C35] Ebrahimian, H., Astroza, R., and Conte, J.P. (2015)

Nonlinear structural finite element model updating and uncertainty quantification

Proc. SPIE conference on Structural Health Monitoring and Inspection of Advanced Materials, Aerospace, and Civil Infrastructure IX, San Diego, CA.
Output-only identification of civil structures using nonlinear finite element model updating

[C34] Ebrahimian, H., Astroza, R., and Conte, J.P. (2015)

Output-only identification of civil structures using nonlinear finite element model updating

Proc. SPIE conference on Health Monitoring of Structural and Biological Systems IX, San Diego, CA.
Stochastic filtering for damage identification through nonlinear structural finite element model updating

[C33] Astroza, R., Ebrahimian, H., and Conte, J.P. (2015)

Stochastic filtering for damage identification through nonlinear structural finite element model updating

Proc. SPIE conference on Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, San Diego, CA.
Nonlinear structural finite element model updating using stochastic filtering

[C32] Astroza, R., Ebrahimian, H., and Conte, J.P. (2015)

Nonlinear structural finite element model updating using stochastic filtering

Proc. 33st International Modal Analysis Conference (IMAC XXXIII), Orlando, FL.
Nonlinear structural finite element model updating using batch Bayesian estimation

[C31] Ebrahimian, H., Astroza, R., and Conte, J.P. (2015)

Nonlinear structural finite element model updating using batch Bayesian estimation

Proc. 33st International Modal Analysis Conference (IMAC XXXIII), Orlando, FL.
Seismic demands on acceleration-sensitive nonstructural components using recorded building response data – Case study

[C30] Wang, X., Astroza, R., Hutchinson, T.C., Conte, J.P., and Bachman, R. (2014)

Seismic demands on acceleration-sensitive nonstructural components using recorded building response data – Case study

Proc. 10th National Conference in Earthquake Engineering (10NCEE), Anchorage, AK.
System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake table

[C29] Astroza, R., Ebrahimian, H., Conte, J.P., Restrepo, J.I, and Hutchinson, T.C. (2014)

System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake table

Proc. 9th International Conference on Structural Dynamics (EURODYN 2014), Porto, Portugal.
Experimental validation of dynamic nonlinear FE model of full-scale five-story reinforced concrete building

[C28] Ebrahimian, H., Astroza, R., Conte, J.P., Restrepo, J.I, and Hutchinson, T.C. (2014)

Experimental validation of dynamic nonlinear FE model of full-scale five-story reinforced concrete building

Proc. 9th International Conference on Structural Dynamics (EURODYN 2014), Porto, Portugal.
System identification of a 5-story RC building during construction

[C27] Astroza, R., Conte, J.P., Ebrahimian, H., Restrepo, J.I, and Hutchinson, T.C. (2013)

System identification of a 5-story RC building during construction

Proc. 5th International Conference Experimental Vibration Analysis for Civil Engineering Structures (EVACES’13), Ouro Preto, Brazil.
Modal identification of a full-scale 5-story reinforced concrete building tested on the NEES-UCSD shake table

[C26] Astroza, R., Conte, J.P., Ebrahimian, H., Restrepo, J.I, and Hutchinson, T.C. (2013)

Modal identification of a full-scale 5-story reinforced concrete building tested on the NEES-UCSD shake table

Proc. 5th International Conference Experimental Vibration Analysis for Civil Engineering Structures (EVACES’13), Ouro Preto, Brazil.
Experimental evaluation of the seismic performance of egress systems in a full-scale five-story building

[C25] Wang, X., Astroza, R., Pantoli, E., Hutchinson, T.C., and Conte, J.P. (2013)

Experimental evaluation of the seismic performance of egress systems in a full-scale five-story building

Proc. Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics (VEESD 2013), Vienna, Austria.
Seismic performance of a full-scale five-story building shake table tested in a base-isolated and fixed-base configuration

[C24] Chen, M.C., Astroza, R., Pantoli, E., Hutchinson, T.C., Restrepo, J.I., Conte, J.P., and Bachman, R (2013)

Seismic performance of a full-scale five-story building shake table tested in a base-isolated and fixed-base configuration

Proc. Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics (VEESD 2013), Vienna, Austria
Statistical analysis of the identified modal properties of a 5-story RC seismically damaged building specimen

[C23] Astroza, R., Ebrahimian, H., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2013)

Statistical analysis of the identified modal properties of a 5-story RC seismically damaged building specimen

Proc. of the 11th International Conference on Structural Safety and Reliability (ICOSSAR'13), New York, NY.
Shake table testing of a full-scale five-story building: System identification of the five-story test structure

[C22] Astroza, R., Conte, J.P., Restrepo, J.I., Ebrahimian, H., and Hutchinson, T.C. (2013)

Shake table testing of a full-scale five-story building: System identification of the five-story test structure

2013 Structures Congress, Pittsburgh, PA.
Shake table testing of a full-scale five-story building: Pre-test simulation of the test building and development of the nonstructural components and systems design criteria

[C21] Wang, X., Ebrahimian, H., Astroza, R., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2013)

Shake table testing of a full-scale five-story building: Pre-test simulation of the test building and development of the nonstructural components and systems design criteria

2013 Structures Congress, Pittsburgh, PA.
Evolution of dynamic properties of a 5-story RC building during construction

[C20] Astroza, R., Ebrahimian, H., Conte, J.P., Hutchinson, T.C., and Restrepo, J.I. (2013)

Evolution of dynamic properties of a 5-story RC building during construction

Proc. 31st International Modal Analysis Conference (IMAC XXXI), Garden Grove, CA.
Modal identification of 5-story RC building tested on NEES-UCSD shake table

[C19] Astroza, R., Ebrahimian, H., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2013)

Modal identification of 5-story RC building tested on NEES-UCSD shake table

Proc. 31st International Modal Analysis Conference (IMAC XXXI), Garden Grove, CA.
Pre-test nonlinear FE modeling of full-scale five-story reinforced concrete building

[C18] Ebrahimian, H., Astroza, R., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2013)

Pre-test nonlinear FE modeling of full-scale five-story reinforced concrete building

Proc. 31st International Modal Analysis Conference (IMAC XXXI), Garden Grove, CA.
Dynamic characteristics of a 5-story reinforced concrete building tested on the NEES-UCSD shake table

[C17] Astroza, R., Ebrahimian, H., Conte, J.P., Hutchinson, T.C., and Restrepo, J.I. (2012)

Dynamic characteristics of a 5-story reinforced concrete building tested on the NEES-UCSD shake table

7th International Workshop on Advanced Smart Materials and Smart Structures Technology (ANCRiSST2012), Bangalore, India.
Shake table response of a fully furnished full-scale five story building

[C16] Pantoli, E., Chen, M., Astroza, R., Ebrahimian, H., Wang, X., Hutchinson, T.C., Restrepo, J.I. and Conte, J.P. (2012)

Shake table response of a fully furnished full-scale five story building

NSF Engineering Research and Innovation Conference, Quake Summit 2012, Boston, MA.
Using DIANA for nonlinear modeling and analysis of a full-scale R/C building specimen tested on the UCSD shake table

[C15] Conte, J.P., Ebrahimian, H., and Astroza, R. (2012)

Using DIANA for nonlinear modeling and analysis of a full-scale R/C building specimen tested on the UCSD shake table

TNO DIANA US Seminar: Numerical Analysis in Earthquake Engineering, Berkeley, CA.
Effect of irregular topography on seismic amplification: case of Tarzana hill

[C14] Astroza, R., Dechent, P., and Crempien, J. (2010)

Effect of irregular topography on seismic amplification: case of Tarzana hill

X Chilean Conference on Seismology and Earthquake Engineering, Santiago, Chile.
Intensities and damages generated by 2007 Tocopilla Earthquake

[C13] Astroza, M. and Astroza, R. (2010)

Intensities and damages generated by 2007 Tocopilla Earthquake

X Chilean Conference on Seismology and Earthquake Engineering, Santiago, Chile.
Estimation of peak floor horizontal accelerations induced by earthquakes

[C12] Astroza, R. and Soto, A. (2010)

Estimation of peak floor horizontal accelerations induced by earthquakes

X Chilean Conference on Seismology and Earthquake Engineering, Santiago, Chile.
Effect of low frequency waves in seismic response of buildings

[C11] Astroza, R. and Kovacevic, N. (2010)

Effect of low frequency waves in seismic response of buildings

X Chilean Conference on Seismology and Earthquake Engineering, Santiago, Chile.
Seismic acceleration demands on rigid nonstructural components

[C10] Astroza, R. and Valín, S. (2009)

Seismic acceleration demands on rigid nonstructural components

Proc. of the IX Venezuelan Conference on Earthquake Engineering and Seismology, Caracas, Venezuela.
Seismic response of the Tazana hill by strong motion analysis

[C9] Astroza, R. (2009)

Seismic response of the Tazana hill by strong motion analysis

Proc. of the IV Colombian Conference on Earthquake Engineering and Seismology, Pereira, Colombia.
Intensities and damage caused by major earthquakes in Chile

[C8] Astroza M. and Astroza, R. (2008)

Intensities and damage caused by major earthquakes in Chile

International Symposium: The Geophysics and its Contribution in Natural Disaster Reduction, Arequipa, Peru.
Damage, vulnerability and intensities generated by the November 14, 2007, Tocopilla Earthquake

[C7] Astroza M., Barrientos, S., and Astroza, R. (2008)

Damage, vulnerability and intensities generated by the November 14, 2007, Tocopilla Earthquake

American Geophysical Union (AGU) Joint Assembly, Fort Lauderdale, FL.
Wave dynamic analysis of the seismic response of a reinforced concrete building

[C6] Astroza, R. and Saragoni, G.R. (2008)

Wave dynamic analysis of the seismic response of a reinforced concrete building

Seismic Engineering International Conference commemorating the 1908 Messina and Reggio Calabria Earthquake, Reggio Calabria, Italy
Comparison of the damages produced by Chilean earthquakes with different seismogenic sources

[C5] Astroza, M. and Astroza, R. (2008)

Comparison of the damages produced by Chilean earthquakes with different seismogenic sources

Proc. of the 33rd Sud-American Conference in Structural Engineering, Santiago, Chile.
Determination of acceleration floor response spectrum by wave propagation approach

[C4] Astroza, R. and Saragoni, G.R. (2008)

Determination of acceleration floor response spectrum by wave propagation approach

Proc. of the 33rd Sud-American Conference in Structural Engineering, Santiago, Chile.
Seismic response of a reinforced concrete frame building – A dynamic wave propagation approach

[C3] Astroza, R. and Saragoni, G.R. (2008)

Seismic response of a reinforced concrete frame building – A dynamic wave propagation approach

Proc. of the 33rd Sud-American Conference in Structural Engineering, Santiago, Chile.
Seismic waves amplification in regions with irregular topography

[C2] Dechent, P., Crempien, J., Astroza, R., Manríquez, R., and Ormeño, R. (2007)

Seismic waves amplification in regions with irregular topography

Proc. of the 6th Chilean Conference on Computational Mechanics, Santiago, Chile.
Reinterpretation of the intensity data for 1906 Valparaíso earthquake

[C1] Astroza, M., Norambuena, A., and Astroza, R. (2006)

Reinterpretation of the intensity data for 1906 Valparaíso earthquake

International Conference Montessus de Ballore 1906 Valparaíso Earthquake Centennial, Santiago, Chile.

Book Chapters


Non-unique estimates in material parameter identification of nonlinear FE models governed by multiaxial material models using unscented Kalman filtering

[Ch12] Ramancha, M.K., Madarshahian, R., Astroza, R., and Conte, J.P (2020)

Non-unique estimates in material parameter identification of nonlinear FE models governed by multiaxial material models using unscented Kalman filtering

Chapter 29 in Model Validation and Uncertainty Quantification, Vol. 3, Springer (ISBN 978-3-030-12075-7)
Calibration of a large nonlinear finite element model of a highway bridge with many uncertain parameters

[Ch10] Astroza, R., Barrientos, N., Li, Y., and Saavedra Flores, E. (2020)

Calibration of a large nonlinear finite element model of a highway bridge with many uncertain parameters

Chapter 20 in Model Validation and Uncertainty Quantification, Vol. 3, Springer (ISBN 978-3-030-12075-7).
Batch and Recursive Bayesian Estimation Methods for Nonlinear Structural System Identification

[Ch8] Astroza, R., Ebrahimian, H., and Conte, J.P. (2017)

Batch and Recursive Bayesian Estimation Methods for Nonlinear Structural System Identification

Chapter 15 in Risk and Reliability Analysis: Theory and Applications, In Honor of Prof. Armen Der Kiureghian, 341–364, Springer (ISBN 978-3-319-52425-2)
Statistical analysis of the identified modal properties of a 5-story RC seismically damaged building specimen

[Ch5] Astroza, R., Ebrahimian, H., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2013)

Statistical analysis of the identified modal properties of a 5-story RC seismically damaged building specimen

In Safety, Reliability, Risk and Life-cycle Performance of Structures and Infrastructures, CRC Press Taylor & Francis (ISBN 978-1-1380-0086-5)
Pre-test nonlinear FE modeling of full-scale five-story reinforced concrete building

[Ch4] Ebrahimian, H., Astroza, R., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2013)

Pre-test nonlinear FE modeling of full-scale five-story reinforced concrete building

Chapter 54 in Topics in Dynamics of Civil Structures, Springer (ISBN 978-1-4614-6555-3)
Evolution of dynamic properties of a 5-story RC building during construction

[Ch3] Astroza, R., Ebrahimian, H., Conte, J.P., Hutchinson, T.C., and Restrepo, J.I. (2013)

Evolution of dynamic properties of a 5-story RC building during construction

Chapter 19 in Topics in Dynamics of Civil Structures, Springer (ISBN 978-1-4614-6555-3)
Modal identification of 5-story RC building tested on NEES-UCSD shake table

[Ch2] Astroza, R., Ebrahimian, H., Conte, J.P., Restrepo, J.I., and Hutchinson, T.C. (2013)

Modal identification of 5-story RC building tested on NEES-UCSD shake table

Chapter 13 in Topics in Dynamics of Civil Structures, Springer (ISBN 978-1-4614-6555-3)
Seismic intensities

[Ch1] Astroza, M., Ruiz, S., Astroza, R., and Molina, J. (2012)

Seismic intensities

Chapter 5 in Mw=8.8 Chilean Earthquake, February 27 2010 (ISBN: 978-9-5635-1152-9)

Books


Experimental Vibration Analysis of Civil Structures

[B4] Wu, Z., Nagayama, T., Dang, J., and Astroza, R. (Eds). (2023)

Experimental Vibration Analysis of Civil Structures

Lecture Notes in Civil Engineering, Volume 224, Springer, Cham (ISBN 978-3-030-93236-7)
Guidelines for nonlinear seismic analysis of Chilean bridges

[B3] Pastén, C., Astroza, R., Bazáez, R., Contreras, N., Grand, J., Hernández, F., and Ochoa, F. (2021)

Guidelines for nonlinear seismic analysis of Chilean bridges

Experimental Vibration Analysis of Civil Structures: Testing, Sensing, Monitoring, and Control

[B2] Conte, J.P., Astroza, R., Benzoni, G., Feltrin, G., Loh, K.J., and Moaveni, B. (Eds) (2017)

Experimental Vibration Analysis of Civil Structures: Testing, Sensing, Monitoring, and Control

Lecture Notes in Civil Engineering, Volume 5, Springer, Cham, Switzerland (ISBN 978-3-319-67442-1)
Seismic response of buildings using dynamic wave propagation

[B1] Astroza, R. and Saragoni, G.R. (2012)

Seismic response of buildings using dynamic wave propagation

Lambert Academic Publishing, Saarbrücken-Germany (ISBN: 978-3-8484-7796-8) (in Spanish)