港口航道与近海工程2024，Vol.61Issue(3)：53-56,81,5.DOI:10.16403/j.cnki.ggjs20240311
高桩结构Pushover抗震分析关键参数及规定
Provisions and Key Parameters for Pushover Seismic Analysis of Piled Structure
林岳 1索云飞 1肖仕宝1
作者信息
- 1. 中交第四航务工程勘察设计院有限公司,广东广州 510290
- 折叠
摘要
Abstract
Based on piled structure adopted in an overseas project located in strongly seismic zone,the current international norms of seismic design such as PIANC,ASCE/COPRI 61-14 and POLB are followed to summarize the experience in the application of international codes to determine the key parameters such as dynamic amplification coefficient,allowable strain limit,material expected performance,plastic hinge length,and to consider P-delta effect,seismic load combination,seismic mass in the process of actual Pushover seismic analysis,which can provide a reference for the design of similar projects.关键词
高桩结构/抗震Pushover分析/国际规范/关键参数Key words
piled structure/Pushover seismic analysis/international code/key parameters分类
交通工程引用本文复制引用
林岳,索云飞,肖仕宝..高桩结构Pushover抗震分析关键参数及规定[J].港口航道与近海工程,2024,61(3):53-56,81,5.
