[1]王志强,葛继平,魏红一,等.节段拼装桥墩抗震性能研究进展[J].地震工程与工程振动,2009,29(04):147-154.
 WANG Zhiqiang,GE Jiping,WEI Hongyi,et al.Recent development in seismic research of segmental bridge columns[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2009,29(04):147-154.
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节段拼装桥墩抗震性能研究进展
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《地震工程与工程振动》[ISSN:/CN:]

卷:
29
期数:
2009年04期
页码:
147-154
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Recent development in seismic research of segmental bridge columns
作者:
王志强1 葛继平2 魏红一1 刘丰1
1. 同济大学桥梁工程系, 上海 200092;
2. 上海应用技术学院土木建筑与安全工程学院, 上海 200235
Author(s):
WANG Zhiqiang1 GE Jiping2 WEI Hongyi1 LIU Feng1
1. Department of Bridge Engineering, Tongji University, Shanghai 200092, China;
2. School of Safety and Construction Engineering, Shanghai Institute of Technology, Shanghai 200235, China
关键词:
节段拼装快速施工桥墩抗震性能
Keywords:
precast segmentalrapid constructionbridge columnseismic performance
分类号:
U443.22;P315.952.2
摘要:
预制拼装桥墩由于其良好的力学性能和施工优势,在国外曾有不少工程实践和研究.但是国内针对节段拼装桥墩抗震性能的研究还是空白,明显滞后于工程实践,不能满足工程建设的需要.因此,本文对节段拼装桥墩的应用、接缝分类及其力学特性、试验研究和理论研究方面的情况进行了总结,并指出了存在问题和进一步研究的方向.
Abstract:
Precast concrete segmental bridge piers have been studied and designed at abroad for excellent mechanical characteristics and practical advantages in construction.While few works have been done for the seismic performance of them at home.The research falls behind the application and could not satisfy the demands of application.The main aspects of seismic research on segmental bridge columns are reviewed,including the application at home,the kinds of joints and their mechanical behavior,and the experimental and analytical research.Some recommendations for future research on seismic performance of the precast concrete segmental system are offered.

参考文献/References:

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相似文献/References:

[1]葛继平,王志强,李建中,等.装配式预应力混凝土双柱桥墩抗震性能研究进展[J].地震工程与工程振动,2013,33(03):192.
 GE Jiping,WANG Zhiqiang,LI Jianzhong,et al.Recent development in seismic performance of prestressed concrete precast segmental double-column piers[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2013,33(04):192.
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 LI Jiawei,XIA Zhanghua,YU Zhouyang.Bi-axial quasi-static test on grouting sleeve connected assembled concrete double-column piers[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2020,40(04):193.[doi:10.13197/j.eeev.2020.03.193.lijw.020]

备注/Memo

备注/Memo:
收稿日期:2007-7-16;改回日期:2008-1-25。
基金项目:国家自然科学基金项目(50508032)
作者简介:王志强(1971- ),男,副教授,主要从事桥梁抗震研究.E-mail:wangzhiq@tongji.edu.cn
更新日期/Last Update: 1900-01-01