Energy dissipation and self‐centering capacities of posttensioning precast segmental ultra‐high performance concrete bridge columns-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Energy dissipation and self‐centering capacities of posttensioning precast segmental ultra‐high performance concrete bridge columns

Published:2019-08-19 Issue:2 Volume:21 Page:517-532
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Wang Zhen¹²^ORCID,Wang Jingquan¹,Zhu Junzheng¹,Zhao Guotang³,Zhang Jian⁴

Affiliation:

1. School of Civil EngineeringSoutheast University Nanjing People's Republic of China

2. Department of Civil EngineeringThe University of Hong Kong Hong Kong People's Republic of China

3. China Railway Corporation Beijing People's Republic of China

4. Department of Civil and Environmental EngineeringUniversity of California Los Angeles California

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201900024

Reference32 articles.

1. Seismic-Resistant Precast Concrete Structures: State of the Art

2. Lateral Behavior of Precast Segmental UHPC Bridge Columns Based on the Equivalent Plastic-Hinge Model

3. Cyclic loading test of self-centering precast segmental unbonded posttensioned UHPFRC bridge columns

4. An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier

5. Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions

Cited by 19 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic residual displacement for structural system with partial self-centering ability;Journal of Building Engineering;2024-10

2. Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC);International Journal of Concrete Structures and Materials;2024-09-09

3. Damage assessment of self‐centering rocking piers using an input energy‐based damage prediction model coupled with self‐centering index;Structural Concrete;2024-09

4. Innovative Methods to Improve the Seismic Performance of Precast Segmental and Hybrid Bridge Columns under Cyclic Loading;Buildings;2024-05-31

5. Lumped Plasticity Model and Hysteretic Performance of Ultra-High-Performance Concrete Rocking Pier;Materials;2023-09-30

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3