NON-LINEAR STATIC ANALYSIS OF CABLE-STAYED BRIDGE STRUCTURES

被引：81

作者：

FLEMING, JF

机构：

[1] Department of Civil Engineering, University of Pittsburgh, Pittsburgh

来源：

COMPUTERS & STRUCTURES | 1979年 / 10卷 / 04期

关键词：

D O I：

10.1016/0045-7949(79)90006-3

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The nonlinear static analysis of plane cable-stayed bridge structures is discussed. A computer program is presented which will analyze a plane cable-stayed bridge structure considering the effect of initial cable tensions, member dead weights, and distributed and concentrated live loads. © 1979.

引用

页码：621 / 635

页数：15

共 10 条

[1]

Podolny, Fleming, Historical development of cable-stayed bridges, Proc. Am. Soc. Civil Engrs, 98, (1972)

[2]

Taylor, Cable-stayed bridges and their potential in Canada, The Engng J. (Canada), 52, 11, (1969)

[3]

Harrison, Computer Methods in Structural Analysis, (1973)

[4]

Ernst, Der E-Modul von Seilen unter Berucksichtigung des Durchanges, Der Bauingenieur, 40, 2, (1965)

[5]

Gimsing, Anchored and patially stayed bridges, Proc. Int. Symp. Suspension Bridges, (1966)

[6]

Leonhardt, Zellner, Cable stayed bridges: report on latest developments, Canadian Structural Engng Conf., (1970)

[7]

Livesley, Chandler, Stability Functions for Structural Frameworks, (1956)

[8]

Podolny, Fleming, Cable-Stayed Bridges, Single Plane Static Analysis, Highway Focus, 5, (1973)

[9]

Podolny, Scalzi, Construction and Design of Cable-Stayed Bridges, (1976)

[10]

Fleming, Egeseli, Dynamic behavior of cable-stayed bridges, Proc. Int. Symp. Earthquake Structural Engng, (1976)

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