Conference
Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Structures
Abstract
Recent research studies have demonstrated that the seismic performance of low-aspect-ratio reinforced concrete shear walls has not been yet adequately quantified to enable robust risk assessment. This is mainly due to the complex nonlinear behavior of such walls (mainly dominated by shear mechanisms) and the wide range of possible wall design characteristics that result in significant discrepancies in their seismic performance. In addition, …
Authors
Akl A; Ezzeldin M
Series
Lecture Notes in Civil Engineering
Volume
241
Pagination
pp. 661-672
Publisher
Springer Nature
Publication Date
2023
DOI
10.1007/978-981-19-0511-7_55
Conference proceedings
Lecture Notes in Civil Engineering
ISSN
2366-2557