Hybrid simulation testing of two-storey low-aspect-ratio nuclear RC shear walls with normal- and high-strength reinforcement: Seismic performance evaluation and economic assessment-Reference-Cited by-同舟云学术

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Hybrid simulation testing of two-storey low-aspect-ratio nuclear RC shear walls with normal- and high-strength reinforcement: Seismic performance evaluation and economic assessment

Published:2024-11 Issue: Volume:69 Page:107200
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Akl Ahmed,Ezzeldin Mohamed

Funder

NSERC

Publisher

Elsevier BV

Reference90 articles.

1. Peak strength of shear-critical reinforced concrete walls;Luna;Acids Struct J,2019

2. Economic evaluation of high-strength materials in stocky reinforced concrete shear walls;Barbachyn;J Constr Eng Manag,2017

3. Seismic collapse risk assessment of low-aspect-ratio reinforced concrete structures;Akl;J Struct Eng,2023

4. Cyclic response of reinforced concrete squat walls to boundary element arrangement;Cheng;Acids Struct J,2020

5. Nuclear Power Plant Construction Costs;Schlissel,2008

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