Wind-induced deflections of freestanding lattice towers

被引：15

作者：

Glanville, MJ

Kwok, KCS

机构：

[1] University of Sydney, Sch. of Civil and Mining Engineering, Sydney

来源：

ENGINEERING STRUCTURES | 1997年 / 19卷 / 01期

关键词：

lattice towers; wind loading; deflection measurements;

D O I：

10.1016/S0141-0296(96)00025-9

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Full-scale deflection measurements were performed an a 67 m steel frame tower and a 233 m steel truss tower under wind loading. Measurements were acquired by various means and compared with along-wind theoretical estimates. The latter were obtained using a simplified frequency domain prediction that incorporates some practical observations and remarks. The dynamic cross-wind response of lattice towers was also measured and discussed. Copyright (C) 1996 Elsevier Science Ltd.

引用

页码：79 / 91

页数：13

共 25 条

[1]

BALLIO G, 1992, J WIND ENG IND AEROD, V43, P2089

[2]

*BRIT STAND I, 1986, BS8100 BRIT STAND 1

[3]

CHIU ANL, 1971, P 3 C WIND EFF BUILD, P1089

[4]

CHIU ANL, 1989, P 2 AS PAC S WIND EN, V2, P693

[5]

Davenport A., 1961, Proc. Inst. Civ. Eng., V19, DOI [10.1680/iicep.1961.11304, DOI 10.1680/IICEP.1961.11304]

[6]

DEAVES DM, 1978, 76 CONSTR IND RES IN

[7] WIND-INDUCED VIBRATION OF TOWER AND PRACTICAL APPLICATIONS OF TUNED SLOSHING DAMPER [J].

FUJII, K ;

TAMURA, Y ;

SATO, T ;

WAKAHARA, T .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1990, 33 (1-2) :263-272

[8] DYNAMIC CHARACTERISTICS AND WIND-INDUCED RESPONSE OF A STEEL FRAME TOWER [J].

GLANVILLE, MJ ;

KWOK, KCS .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1995, 54 :133-149

[9]

GLANVILLE MJ, 1996, IN PRESS J WIND ENG

[10]

GUSELLA V, 1989, 2ND P AS PAC S WIND, V2, P709

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