ALONG-WIND RESPONSE OF LATTICE TOWERS .1. DERIVATION OF EXPRESSIONS FOR GUST RESPONSE FACTORS

被引：61

作者：

HOLMES, JD

机构：

[1] CSIRO Division of Building, Construction and Engineering, Highett, Vic. 3190

来源：

ENGINEERING STRUCTURES | 1994年 / 16卷 / 04期

关键词：

STRUCTURAL DYNAMICS; LATTICE TOWERS; WIND LOADS;

D O I：

10.1016/0141-0296(94)90069-8

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The along-wind dynamic response of free-standing lattice towers is considered. Expressions are derived for the gust response factors applicable to the shearing force and bending moment at an arbitrary height on a linearly tapered tower. These expressions are similar in form to those previously used for the gust response factor, but include extra factors which incorporate the effects of various parameters associated with the wind and the structure, such as mode shape, mean velocity profile, taper, type of load effect, and its elevation on the tower.

引用

页码：287 / 292

页数：6

共 13 条

[1]

CHIU ANL, 1971, 3RD P INT C WIND EFF, P1089

[2]

Davenport A. G., 1964, P I CIVIL ENG, V28, P187, DOI DOI 10.1680/IICEP.1964.10112

[3]

Davenport A. G., 1967, J STRUCTURAL DIVISIO, V93, P11, DOI [10.1061/JSDEAG.0001692, DOI 10.1061/JSDEAG.0001692]

[4] MODE SHAPE CORRECTIONS FOR DYNAMIC-RESPONSE TO WIND [J].

HOLMES, JD .

ENGINEERING STRUCTURES, 1987, 9 (03) :210-212

[5]

HOMES JD, 1990, 2ND P NAT STRUCT ENG, P19

[6]

MACKEY S, 1974, SEP P US JAP SEM WIN, P199

[7]

SIMIU E, 1980, J STRUCT DIV-ASCE, V106, P1

[8]

SOLARI G, 1982, J STRUCT DIV-ASCE, V108, P225

[9]

Vickery B. J., 1971, CIV ENG T IE AUST, V13, P1

[10]

VICKERY BJ, 1992, ALONG WIND LOADS RES, pCH5

← 1 2 →