INTERPRETING AEROELASTIC MODELS OF CABLE-STAYED BRIDGES

被引：32

作者：

SCANLAN, RH

机构：

来源：

JOURNAL OF ENGINEERING MECHANICS-ASCE | 1987年 / 113卷 / 04期

关键词：

D O I：

10.1061/(ASCE)0733-9399(1987)113:4(555)

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

引用

页码：555 / 575

页数：21

共 11 条

[1]

CRAMER HE, 1959, ADV GEOPHYSICS

[2]

Davenport A. G., 1984, 12TH P C IABSE VANC, P705

[3]

DAVENPORT AG, 1974, BLWT174 U W ONT REP

[4]

DAVENPORT AG, 1966, P INT S SUSP BRIDG L, P79

[5] CENTER OF ROTATION FOR TORSIONAL VIBRATION OF BRIDGES [J].

IRWIN, HPAH .

JOURNAL OF INDUSTRIAL AERODYNAMICS, 1979, 4 (02) :123-132

[6]

KING JPC, 1985, 5TH P US NAT C WIND

[7]

Scanlan R. H., 1971, J SOIL MECH FDN DIVI, V97, P1717, DOI 10.1061/JMCEA3.0001526

[8] ROLE OF INDICIAL FUNCTIONS IN BUFFETING ANALYSIS OF BRIDGES [J].

SCANLAN, RH .

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1984, 110 (07) :1433-1446

[9]

SCANLAN RH, 1977, J STRUCT DIV-ASCE, V103, P1867

[10]

SCANLAN RH, 1985, DEC P AS PAC S WIND, P167