Study on Large-Scale Repair Plan of the Kanmon Bridge (a Long-Span Expressway Suspension Bridge)

Author:

Yoshida Tadahiro1,Maeda Yoshito1,Hino Shinichi2,Ogata Tatsuo3,Nishiyama Shozo3,Imamura Takehiro3

Affiliation:

1. Doyu Daichi Co., Ltd. Saitama, JAPAN

2. Kyushu University, Fukuoka, JAPAN

3. West Nippon Expressway Co., Ltd. Osaka, JAPAN

Abstract

<p>The sliding and rotation functions of the line bearings that support the floor framing stringers have diminished; thus, fatigue cracks have developed in the floor framing around the deteriorated bearings. Also, water that leaks from the expansion joints of the floor framing stringers has caused noticeable deterioration. To prevent further deterioration and damage, replacements of bearings supporting the floor framing stringers, and connection of floor framing stringers were proposed. To secure seismic performance, installations of vibration dampers between the end of the floor framing stringers and the main tower or anchorage were proposed. Additionally, installations of elastic restraining cables were proposed for stability both under normal conditions and during earthquakes. A dynamic analysis of a large-scale earthquake taking into consideration the elasto- plasticity of the steel members was conducted to check the seismic performance.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference3 articles.

1. Imamura T, Yamashita Y, Matsuda T, et al. Countermeasure Against Fatigue Cracks of Vertical Stiffener with the Floor Frame Support in the Non-composite Stiffening Trusses Suspension Bridge, Journal of the Japan Society of Civil Engineers (Structural Engineering), Vol. 61A, March, 2015, p. 473-485.

2. Ooishi Y, Matsuda T, Uno Y, et al. Study on Connection of Floor Flaming stringers of Suspension Bridge, Japan Society of Civil Engineers 68th Annual Meeting, Lecture Summaries. 2013, p. 539-540.

3. Matsuda T, Imamura T, Sakada Y, et al. Study of Combined Cable-Damper-Slide Bearing System Applied to Existing Suspension Bridge, Journal A1 of the Japan Society of Civil Engineers (Structural and Earthquake Engineering), Vol. 70, No.4, 2014, p. I469-I486.

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