Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds

被引:225
作者
Tamura, Y
Suganuma, SY
机构
[1] Dept. of Architectural Engineering, Faculty of Engineering, Tokyo Institute of Polytechnics, Atsugi, Kanagawa
关键词
air-traffic control tower; damping ratio; full-scale measurement; natural frequency; nonlinear structure; random decrement technique; wind-induced response;
D O I
10.1016/0167-6105(96)00003-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposes an RDT ranked by peak amplitude for directly and effectively evaluating the amplitude dependences of dynamic phenomena. It first theoretically explains the principle of RDT based on a conditional expectation. Then, it shows that a modified conditional expectation enables the RDT to estimate amplitude dependences, and derives the RDT ranked by the peak amplitude. Analytical and numerical examples are examined for a simple SDOF model. The proposed technique is then applied to wind-induced response data of three towers and the results are compared with those of the traditional technique.
引用
收藏
页码:115 / 130
页数:16
相关论文
共 6 条
[1]   DAMPING IN TALL BUILDINGS - A MECHANISM AND A PREDICTOR [J].
JEARY, AP .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1986, 14 (05) :733-750
[2]  
Jeary AP, 1992, STRUCT ENG, V70, P61
[3]  
TAMUR AY, 1994, E EUR C WIND ENG WAR, V3, P175
[4]   WIND RESPONSE OF A TOWER (TYPHOON OBSERVATION AT THE NAGASAKI HUIS TEN BOSCH DOMTOREN) [J].
TAMURA, Y ;
SHIMADA, K ;
HIBI, K .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1993, 50 (1-3) :309-318
[5]  
Tamura Y., 1994, ASCE STRUCT C IASS I, V2, P1012
[6]   A MATHEMATICAL BASIS FOR THE RANDOM DECREMENT VIBRATION SIGNATURE ANALYSIS TECHNIQUE [J].
VANDIVER, JK ;
DUNWOODY, AB ;
CAMPBELL, RB ;
COOK, MF .
JOURNAL OF MECHANICAL DESIGN-TRANSACTIONS OF THE ASME, 1982, 104 (02) :307-313