Performance of a Tied-Arch Reinforced Concrete Railway Bridge: Rating, Safety Assessment, and Bond Length Evaluation-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Performance of a Tied-Arch Reinforced Concrete Railway Bridge: Rating, Safety Assessment, and Bond Length Evaluation

Published:2009-10 Issue:5 Volume:23 Page:366-371
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Uzgider Erdogan¹¹²³⁴,Aydogan Metin¹¹²³⁴,Caglayan Ozden¹¹²³⁴,Ozakgul Kadir¹¹²³⁴,Tezer Ovunc¹¹²³⁴

Affiliation:

1. Professor Dr., Istanbul Technical Univ., Maslak 34469, Istanbul, Turkey.

2. Assistant Professor Dr., Istanbul Technical Univ., Maslak 34469, Istanbul, Turkey.

3. Research Assistant Dr., Istanbul Technical Univ., Maslak 34469, Istanbul, Turkey (corresponding author).

4. Research Assistant, Istanbul Technical Univ., Maslak 34469, Istanbul, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000016

Reference13 articles.

1. Bridging substance with style;Cassity P.;Civ. Eng. Mag.,1999

2. Felber A. (1993). “Development of a hybrid bridge evaluation system.” Ph.D. thesis Univ. of British Columbia Canada.

Cited by 10 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. Dynamic Analysis of the Hangers in High-Speed Railway Arch Bridge Based on Train–Bridge Interaction Simulation and Field Measurement;International Journal of Structural Stability and Dynamics;2024-05-25

2. A novel retrofitting strategy for restoring railway masonry arch bridge undergoing failure by settlement due to scouring;Engineering Failure Analysis;2023-12

3. Assessment of an old reinforced concrete open-spandrel arch railway bridge;Structures;2022-10

4. Vortex-Induced Vibration Characteristics and Equivalent Static Force Calculation Method of Circular Steel Hangers on Arch Bridge;KSCE Journal of Civil Engineering;2020-03-09

5. Comprehensive safety assessment for CFST tied arch bridge subjected to explosion;Journal of Physics: Conference Series;2019-02

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