Application of Simplified Kinematic Soil-Structure Interaction Procedures to Validate Finite Element Models of Buildings with Large Foundations-Reference-Cited by-同舟云学术

Application of Simplified Kinematic Soil-Structure Interaction Procedures to Validate Finite Element Models of Buildings with Large Foundations

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Boushehri Reza¹¹²,Zogh Peiman¹¹²,Motamed Ramin¹¹²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484654.030

Reference25 articles.

1. ASCE. ASCE/SEI 41-17 (seismic evaluation and retrofit of existing buildings). American Society of Civil Engineers; 2017. https://doi.org/10.1061/9780784414859.

2. Evaluation of a unified p-y method for lateral analysis of large-diameter drilled shafts using NVShaft

3. Bhuiyan, F. M., Toth, J., Wood, P. L. C., Siddharthan, R. V., and Motamed, R. (2021). Evaluation of existing T-Z Models for Caliche based on Numerical Analysis of Bi-directional Load Tests using NVShaft.

4. On the effective seismic input for non-linear soil-structure interaction systems

5. Boushehri R. Ellison K. Stanton K. and Motamed R. (2020a). Effects of Uncertainties in Shear-Wave Velocity on Nonlinear Seismic Site Response Analysis Validated using Downhole Array Recordings. 17 th World Conference on Earthquake Engineering Japan.

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1. Nonlinear time-domain soil-structure interaction analysis of a mid-rise building benchmarked against earthquake recordings: A case study of the BRI's annex building;Soil Dynamics and Earthquake Engineering;2023-09