Cable-supported steel bridges: Design problems and solutions

被引：21

作者：

Ito, M

机构：

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1996年 / 39卷 / 01期

关键词：

D O I：

10.1016/0143-974X(96)00026-0

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The state-of-the-art of modern cable-supported bridges in steel is presented, For both suspension and cable-stayed types, design problems associated with the overall structure and their components such as cables, towers and girders, are discussed. Referring to Japanese experiences, measures for earthquake and wind proof as well as rail traffic are also illustrated. Copyright (C) 1996 Elsevier Science Ltd.

引用

页码：69 / 84

页数：16

共 10 条

[1] *ASCE, 1992, GUID DES CABL STAYED, pCH2
[2] JAPANESE CABLE-STAYED BRIDGE DESIGN
BURDEN, AR
[J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 1-DESIGN AND CONSTRUCTION, 1991, 90 : 1021 - 1051
[3] BURDEN AR, 1991, P ICE 1, V90, P157
[4] DISCHINGER F, 1949, BAUINGENIEUR, V24
[5] GIMSING NJ, 1983, COBLE SUPPORTED BRID, pCH1
[6] ITO M, 1987, BRIDGES TRANSMISSION, P1029
[7] ITO M, 1992, INNOVATIVE LARGE SPA, V1, P255
[8] ITO M, 1991, S REP BRIDG INT CONS, P405
[9] LEONHARDT F, 1991, DEV CIV ENG, V40, P1
[10] YONEDA M, 1986, STRUCT ENG EARTHQUAK, V3, P123

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