Prediction model and sensitivity analysis of ultimate drift ratio for rectangular reinforced concrete columns failed in flexural-shear based on BP-Garson algorithm

Author:

Ma Ying,Mi Jiahao,Yang Xiaozhou,Sun Zhiguo,Liu Chengqing

Publisher

Elsevier BV

Reference39 articles.

1. Reflection on earthquake damage of buildings in 2015 Nepal earthquake and seismic measures for post-earthquake reconstruction;Liu;Structures,2021

2. Damage survey and residual seismic capacity evaluation of reinforced concrete school buildings after the 2018 Hokkaido Eastern Iburi Earthquake;Kazutaka;J Earthq Eng,2022

3. Seismic failure modes and deformation capacity of reinforced concrete columns under cyclic loads;Ma;Period Polytech-Civ Eng,2018

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5. Discrimination criterion governing flexural-shear failure modes and improved seismic analysis model for RC bridge piers;Sun;China J Highw Transp,2015

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