SOIL STEEL STRUCTURE DESIGN BY THE 3RD EDITION OF OHBDC

被引：6

作者：

ABDELSAYED, G

BAKHT, B

SELIG, ET

机构：

[1] MINIST TRANSPORTAT ONTARIO,TORONTO M3M 1J8,ONTARIO,CANADA

[2] UNIV MASSACHUSETTS,DEPT CIVIL ENGN,AMHERST,MA 01003

来源：

CANADIAN JOURNAL OF CIVIL ENGINEERING | 1992年 / 19卷 / 04期

关键词：

BUCKLING; PIPE-ARCH; SOIL STEEL STRUCTURE; THRUST;

D O I：

10.1139/l92-065

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The Ontario Highway Bridge Design Code (OHBDC) introduced in 1979 a new set of provisions for the design of soil-steel bridges. Some of these provisions have been revised in the third edition of OHBDC (1991) to reflect the outcome of research that has been conducted since. This paper presents details of these revisions and provides the reasons for their inclusion. In particular, a new method of calculating dead load thrust and improvement to the buckling analysis of the conduit wall are discussed.

引用

页码：545 / 550

页数：6

共 8 条

[1] STABILITY OF CONDUIT WALLS OF SOIL STEEL BRIDGES [J].

ABDELSAYED, G ;

GIRGES, Y .

CANADIAN JOURNAL OF CIVIL ENGINEERING, 1992, 19 (03) :463-468

[2]

ABDELSAYED G, 1992, IN PRESS FROST EFFEC

[3] ON DISTRESS IN PIPE-ARCHES [J].

BAKHT, B ;

AGARWAL, AC .

CANADIAN JOURNAL OF CIVIL ENGINEERING, 1988, 15 (04) :589-595

[4]

GHOBRIAL M, 1985, 1008 TRANSP RES BOAR, P7

[5]

HAGGAG AA, 1989, THESIS U MASS DEP CI

[6]

KLOEPPEL K, 1970, PUBLICATION I FUER S, V10

[7]

MOORE ID, 1987, GEOTECHNIQUE, V27, P151

[8]

MUFTI AA, 1989, P CSCE ANN C ST JO A, V1, P130

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