Investigation of multi-mode seismic performance of tall hollow piers with two-node loading quasi-static test-Reference-Cited by-同舟云学术

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Investigation of multi-mode seismic performance of tall hollow piers with two-node loading quasi-static test

Published:2024-04 Issue: Volume:179 Page:108527
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Lu Xingji,Lu Hao,Li Jianzhong

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference33 articles.

1. Behaviour of ductile hollow reinforced concrete columns;Mander;Bull N Z Soc Earthq Eng,1983

2. Experimental tests on hollow circular concrete columns for use in offshore concrete platforms;Whittaker;Proc. Third S. Pac. Reg. Conf. Earthq. Eng.,1987

3. Seismic assessment of existing hollow circular reinforced concrete bridge piers;Cassese;J Earthq Eng,2020

4. Seismic performance of hollow circular bridge piers;Yeh;Struct J,2001

5. Seismic performance of circular hollow RC bridge columns;Lee;KSCE J Civ Eng,2015

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