Evaluating Impact of Adjacent Tall Buildings on Seismic Response of Underground Structures-Reference-Cited by-同舟云学术

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Evaluating Impact of Adjacent Tall Buildings on Seismic Response of Underground Structures

Published:2022-11-16 Issue: Volume: Page:
ISSN:
Container-title:Lifelines 2022
language:
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Author:

Basarah Yuamar I.¹²³,Numanoglu Ozgun A.¹²³,Hashash Youssef M. A.¹²³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana.

2. Staff Engineer, Golder Associates, Inc.

3. Professor, Dept. of Civil and Environmental, Univ. of Illinois at Urbana-Champaign, Urbana.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484449.019

Reference11 articles.

1. ASCE. (2017). Minimum design loads and associated criteria for buildings and other structures.

2. Basarah Y. I. Numanoglu O. A. Hashash Y. M. and Dashti S. (2019). Impact of Hysteretic Damping on Nonlinear Dynamic Soil-Underground Structure-Structure Interaction Analyses. Paper presented at the Geo-Congress 2019: Earthquake Engineering and Soil Dynamics.

3. Development of dynamic centrifuge models of underground structures near tall buildings

4. Ellison, K., Masroor, A., Almufti, I., Willford, M., and O’Riordan, N. (2015). Structure-Soil-Structure Interaction Analysis in a Highly Seismic, Dense Urban Regeneration Zone.

5. LS-DYNA keyword user’s manual;Hallquist J. O.;Livermore Software Technology Corporation,2007

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