PROPOSED SPECIFICATIONS FOR STEEL BOX GIRDER BRIDGES

被引：0

|

作者：

WOLCHUK, R

机构：

来源：

JOURNAL OF THE STRUCTURAL DIVISION-ASCE | 1980年 / 106卷 / 12期

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

收藏

页码：2463 / 2474

页数：12

相关论文

共 50 条

[31] EBEF method for distortional analysis of steel box girder bridges - Closure
Hsu, YT
Fu, CC
Schelling, DR
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (08): : 983 - 984
[32] Prestressed concrete box girder bridges with folded steel plate webs
Rosignoli, M
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 1999, 134 (01) : 77 - 85
[33] Spacing of intermediate diaphragms in horizontally curved steel box girder bridges
Park, NH
Choi, YJ
Kang, YJ
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2005, 41 (9-10) : 925 - 943
[34] Design of Stiffened Compression Flanges of Steel Box Girder Bridges.
Jetteur, Philippe
Stahlbau, 1984, 53 (12) : 359 - 362
[35] Parameters influencing redundancy of twin steel box-girder bridges
Kim, Janghwan
Kee, Seong-Hoon
Youn, Heejung
Kim, Dae Young
STEEL AND COMPOSITE STRUCTURES, 2018, 29 (04): : 437 - 450
[36] EBEF method for distortional analysis of steel box girder bridges - Discussion
Cortinez, VH
Piovan, MT
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (08): : 982 - 983
[37] APPLICATION AND DEVELOPMENT OF STEEL-CONCRETE COMPOSITE BOX GIRDER BRIDGES
Li, Hongjiang
Zhang, Feng
Xu, Xiangfeng
Fundamental Research in Structural Engineering: Retrospective and Prospective, Vols 1 and 2, 2016, : 1470 - 1476
[38] STEEL BOX-GIRDER BRIDGES - ULTIMATE STRENGTH CONSIDERATIONS - CLOSURE
不详
JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1976, 102 (04): : 861 - 861
[39] Dynamic Characteristics Analysis of Box Girder Bridges with Corrugated Steel Webs
Ji, Wei
Hu, Shihao
Qi, Zhenfeng
Luo, Kui
Zhang, Jingwei
Zhendong Ceshi Yu Zhenduan/Journal of Vibration, Measurement and Diagnosis, 2022, 42 (05): : 886 - 892
[40] Design for Shear in Curved Composite Multiple Steel Box Girder Bridges
Sennah, Khaled
Kennedy, John B.
Nour, Said
JOURNAL OF BRIDGE ENGINEERING, 2003, 8 (03) : 144 - 152

← 1 2 3 4 5 →