SUSPENSION_BRIDGE

作品数：66被引量：190H指数：9
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Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m
《Frontiers of Structural and Civil Engineering》2023年第10期1465-1476,共12页Yejun DING Lin ZHAO Rong XIAN Gao LIU Haizhu XIAO Yaojun GE 
support of National Key R&D Program of China(No.2022YFC3004105);National Natural Science Foundation of China(Grant Nos.52078383,52008314,52108469).
Aerodynamic instability owing to aerostatic and flutter-related failures is a significant concern in the wind-resistant design of long-span suspension bridges.Based on the dynamic characteristics of suspension bridges...
关键词：suspension bridge super long-span finite element model aerodynamic instability aerodynamic configuration 
Displacement and force analyses of piles in the pile-caisson composite structure under eccentric inclined loading considering different stratum features
《Frontiers of Structural and Civil Engineering》2023年第10期1517-1534,共18页Xiaoqing ZHAO Jinchang WANG Panpan GUO Xiaonan GONG Yongle DUAN 
support from the National Natural Science Foundation of China(Grant Nos.51778575,52078457).
A novel anchorage for long-span suspension bridges,called pile-caisson composite structures,was recently proposed by the authors in an attempt to reduce the construction period and costs.This study aims to investigate...
关键词：composite structure PILES foundation suspension bridge 1g model test finite-element analysis 
Mechanical performance analysis and stiffness test of a new type of suspension bridge被引量：3
《Frontiers of Structural and Civil Engineering》2021年第5期1160-1180,共21页Xia QIN Mingzhe LIANG Xiaoli XIE Huilan SONG 
The work described in this paper has been supported by the grants awarded by the Guangxi Major Science and Technology Project(No.AB18126047).
A new type of suspension bridge is proposed based on the gravity stiffness principle.Compared with a conventional suspension bridge,the proposed bridge adds rigid webs and cross braces.The rigid webs connect the main ...
关键词：new type of suspension bridge stiffness test mechanical performance railway bridge space truss 
Improvement of aerodynamic stability of suspension bridges with H-shaped simplified stiffening girder被引量：1
《Frontiers of Structural and Civil Engineering》2016年第1期93-102,共10页Hiroshi KATSUCHI Hitoshi YAMADA Mayuko NISHIO Yoko OKAZAKI 
Wind-tunnel study on the improvement of aerodynamic stability of simplified suspension-bridge girder structures was conducted with using a 1/40-scaled section model. Objective of the study is the development of an eco...
关键词：suspension bridge AERODYNAMICS simplified girder wind-tunnel test 
Assessment of bridge expansion joints using long-term displacement measurement under changing environmental conditions被引量：9
《Frontiers of Structural and Civil Engineering》2011年第3期374-380,共7页Youliang DING Aiqun LI 
the support of the National Natural Science Foundation of China(Grant Nos.50725828,50808041 and 50978056);the Ph.D.Program Foundation of the Ministry of Education of China(Grant No.200802861011);the Teaching and Research Foundation for Excellent Young Teachers of Southeast University.
This paper addresses the problem of condition assessment of bridge expansion joints using long-term measurement data under changing environmental conditions.The effects of temperature,traffic loading and wind on the e...
关键词：structural health monitoring DISPLACEMENT expansion joint temperature effect wind effect traffic loading statistical process control suspension bridge 
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