INFLUENCE OF END POST RIGIDITY ON THE COLLAPSE BEHAVIOR OF PLATE GIRDERS

被引：5
|
作者：
HUSLID, JM [1 ]
ROCKEY, KC [1 ]
机构：
[1] UNIV WALES UNIV COLL CARDIFF,DEPT CIVIL & STRUCT ENGN,CARDIFF CF1 1XL,S GLAMORGAN,WALES
来源：
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1979年 / 67卷 / JUN期
关键词：
BEAMS AND GIRDERS - Stresses - PLATES - Structural panels;
D O I：
10.1680/iicep.1979.2458
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper presents a theoretical solution which takes into account the strength of the end posts when calculating the ultimate load of end panels. The results of an extensive experimental study are also presented. The experimental behavior of the test girders is compared with the theoretical prediction obtained using the new theory. This establishes that the theory is capable of predicting accurately the physical behavior of the end panels of a plate girder. A simple method for the design of end posts is also presented.
引用
收藏
页码：285 / 312
页数：28
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