EBEF METHOD FOR DISTORTIONAL ANALYSIS OF STEEL BOX-GIRDER BRIDGES

被引：23

作者：

HSU, YT

SCHELLING, DR

机构：

[1] UNIV MARYLAND,DEPT CIVIL ENGN,COLLEGE PK,MD 20742

[2] UNIV MARYLAND,CTR BRIDGE ENGN,COLLEGE PK,MD 20742

来源：

JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1995年 / 121卷 / 03期

关键词：

Distortional analysis - Equivalent beam on elastic foundation (EBEF) method - Stiffness matrix;

D O I：

10.1061/(ASCE)0733-9445(1995)121:3(557)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A practical approach to the distortional analysis of steel box girders is presented herein. The EBEF (equivalent beam on elastic foundation) method is an enhancement of the BEF (beam on elastic foundation) method, which has been widely used in design practice. Using the EBEF method on closed (or quasi-closed) box girder analysis provides a simplified procedure to account for the deformation of the cross section for the effect of rigid or flexible interior diaphrams and continuity over the supports. The methodology, numerical examples, and stiffness matrix are also presented in this paper.

引用

页码：557 / 566

页数：10

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