ULTIMATE LOAD-CAPACITY OF PLATE GIRDERS WITH WEBS CONTAINING CIRCULAR CUTOUTS

被引：53

作者：

NARAYANAN, R

ROCKEY, KC

机构：

来源：

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1981年 / 71卷 / SEP期

关键词：

D O I：

10.1680/iicep.1981.1822

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：845 / 862

页数：18

共 50 条

[1] ULTIMATE LOAD CAPACITY OF PLATE GIRDERS WITH WEBS CONTAINING CIRCULAR CUT-OUTS.
Narayanan, R.
Rockey, K.C.
Proceedings of the Institution of Civil Engineers (London). Part 1 - Design & Construction, 1981, 71 (pt 2): : 845 - 862
[2] ULTIMATE LOAD-CAPACITY OF SQUARE SHEAR PLATES WITH CIRCULAR PERFORATIONS
MARTIN, A
STIEMER, SF
OSTERRIEDER, P
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1988, 15 (03) : 470 - 476
[3] ULTIMATE AXIAL LOAD-CAPACITY OF A DELAMINATED BEAM-PLATE
YIN, WL
SALLAM, SN
SIMITSES, GJ
AIAA JOURNAL, 1986, 24 (01) : 123 - 128
[4] ULTIMATE LOAD-CAPACITY OF SQUARE SHEAR PLATES WITH CIRCULAR PERFORATIONS - REPLY
MARTIN, A
STIEMER, SF
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1989, 16 (04) : 603 - 604
[5] ULTIMATE LOAD-CAPACITY OF SQUARE SHEAR PLATES WITH CIRCULAR PERFORATIONS - DISCUSSION
MARSH, C
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1989, 16 (04) : 603 - 603
[6] ULTIMATE LOAD-CAPACITY OF SINGLE STEEL ANGLES
BATHON, L
MUELLER, WH
KEMPNER, L
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (01): : 279 - 300
[7] Ultimate load capacity of stiffened plate and box girders in simple approximation.
Herzog, Max
STAHLBAU, 2012, 81 (05) : 399 - 411
[8] ULTIMATE LOAD-CAPACITY OF SINGLE STEEL ANGLES - DISCUSSION
CHHABRA, SJ
FANG, SJ
ADLURI, SMR
MADUGULA, MKS
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1995, 121 (01): : 140 - 141
[9] Shear capacity of plate girders with trapezoidally corrugated webs
Luo, R
Edlund, B
THIN-WALLED STRUCTURES, 1996, 26 (01) : 19 - 44
[10] Shear capacity of plate girders with trapezoidally corrugated webs
Chalmers Univ of Technology, Gothenburg, Sweden
Thin-Walled Struct, 1 (19-44):

← 1 2 3 4 5 →