|本期目录/Table of Contents|

[1]杨晓艳,贡金鑫,张启伟.随机车辆荷载作用下斜拉索索力的概率模型及可靠度分析[J].建筑科学与工程学报,2014,31(02):90-98.
 -[J].Journal of Architecture and Civil Engineering,2014,31(02):90-98.
点击复制

随机车辆荷载作用下斜拉索索力的概率模型及可靠度分析(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
31卷
期数:
2014年02期
页码:
90-98
栏目:
出版日期:
2014-06-30

文章信息/Info

Title:
-
作者:
杨晓艳贡金鑫张启伟
大连理工大学土木工程学院
Author(s):
关键词:
斜拉桥索力车辆荷载概率模型可靠度
Keywords:
-
分类号:
-
DOI:
-
文献标志码:
A
摘要:
以苏通长江大桥为工程背景,计算了随机车辆荷载作用下的斜拉索索力,采用随机过程的跨阈理论建立了斜拉索索力的概率模型,在此基础上对随机车辆荷载作用下斜拉索的可靠度进行分析。结果表明:斜拉索索力可以采用高斯平稳随机过程描述;设计基准期内斜拉索索力最大值的概率模型可通过跨阈理论确定;按随机车流数据建立的车辆荷载概率模型计算的斜拉索可靠指标为7.93~14.55。
Abstract:

参考文献/References:

相似文献/References:

[1]任 伟,盖轶婷,王 锦.混凝土自锚式悬索桥过程控制状态分析[J].建筑科学与工程学报,2014,31(03):45.
 REN Wei,GAI Yi-ting,WANG Jin.Analysis of Process Control State About Concrete Selfanchored Suspension Bridge[J].Journal of Architecture and Civil Engineering,2014,31(02):45.
[2]王 涛,沈锐利.列车荷载作用下铁路斜拉桥索-梁相关振动研究[J].建筑科学与工程学报,2015,32(06):92.
 WANG Tao,SHEN Rui-li.Research on Characteristics of Cable-beam Vibration of Railway Cable-stayed Bridge Under Train Load[J].Journal of Architecture and Civil Engineering,2015,32(02):92.
[3]王连华,丁秉昊,李立峰.斜拉桥锚拉板足尺模型疲劳试验[J].建筑科学与工程学报,2016,33(05):50.
 WANG Lian-hua,DING Bing-hao,LI Li-feng.Fatigue Test of Full-scale Model of Tensile Anchor Plate in Cable-stayed Bridge[J].Journal of Architecture and Civil Engineering,2016,33(02):50.
[4]周士金,刘荣桂,蔡东升,等.CFRP索和钢索斜拉桥地震响应分析与抗震验算[J].建筑科学与工程学报,2009,26(03):76.
 ZHOU Shi-jin,LIU Rong-gui,CAI Dong-sheng,et al.Seismic Response Analysis and Seismic Resistance Checking of Cable-stayed Bridges with CFRP Cables and Steel Cables[J].Journal of Architecture and Civil Engineering,2009,26(02):76.
[5]高剑,裴岷山.大跨度斜拉桥索梁锚箱空间受力分析[J].建筑科学与工程学报,2006,23(03):66.
 GAO Jian,PEI Min-shan.Analysis of Space Stress in Anchoring Box Between Cable andBeam of Long-Span Cable-Stayed Bridge[J].Journal of Architecture and Civil Engineering,2006,23(02):66.
[6]赵人达,邹建波,吕 梁,等.大跨度叠合梁斜拉桥非线性稳定研究[J].建筑科学与工程学报,2018,35(04):11.
 ZHAO Ren-da,ZOU Jian-bo,LU Liang,et al.Research on Nonlinear Stability of Long-span Composite Girder Cable-stayed Bridge[J].Journal of Architecture and Civil Engineering,2018,35(02):11.
[7]赵人达,许智强,邹建波,等.基于ANSYS的大跨斜拉桥地震响应分析及性能评估[J].建筑科学与工程学报,2018,35(04):19.
 ZHAO Ren-da,XU Zhi-qiang,ZOU Jian-bo,et al.Seismic Response Analysis and Performance Evaluation of Long-span Cable-stayed Bridge Based on ANSYS[J].Journal of Architecture and Civil Engineering,2018,35(02):19.
[8]李立峰,曹方亮,胡思聪,等.行波效应下高墩多塔斜拉桥地震易损性分析[J].建筑科学与工程学报,2019,36(02):77.
 LI Li-feng,CAO Fang-liang,HU Si-cong,et al.Seismic Fragility Analysis of High-pier Multi-tower Cable-stayed Bridge Under Traveling Wave Effect[J].Journal of Architecture and Civil Engineering,2019,36(02):77.
[9]韩 石,刘永健,王振华,等.高寒地区组合梁斜拉桥施工阶段温度效应研究[J].建筑科学与工程学报,2021,38(05):107.[doi:10.19815/j.jace.2021.04004]
 HAN Shi,LIU Yong-jian,WANG Zhen-hua,et al.Study on Temperature Effect of Composite Girder Cable-stayed Bridge During Construction in Alpine Region[J].Journal of Architecture and Civil Engineering,2021,38(02):107.[doi:10.19815/j.jace.2021.04004]

备注/Memo

备注/Memo:
更新日期/Last Update: 2014-07-02