A simplified procedure for estimating nonlinear seismic demand of tall piers-Reference-Cited by-同舟云学术

A simplified procedure for estimating nonlinear seismic demand of tall piers

Published:2018-11 Issue: Volume:174 Page:778-791
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chen Xu,Guan Zhongguo^ORCID,Spencer Billie F.,Li Jianzhong

Funder

Project of State Key Laboratory for Disaster Reduction in Civil Engineering of China

National Natural Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

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3. Problems in applying code-specified capacity design procedures to seismic design of tall piers;Ceravolo;Eng Struct,2009

4. Guan Z, Li J, Xu Y, et al. Higher-roder mode effects on the seismic performance of tall piers. Frontiers of Arhitecture and Civil Engineering in China; 2011. p. 7.

5. Chen X, Li J, Guan Z. Effects of higher modes on tall piers. IABSE Conference. Guangzhou, PR China; 2016.

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