Wind effects on buildings and structures . 1963I. Wind effects on buildings and structures, Symposium No. 16, N.P.L., TeddinglOn, U.K. (June 1963).Wind effects on buildings and structures', Proc. D.S.Z.R. 1963 National Physical Laboratory, SymposiumNo. 16....
Monitoring of wind effects on long-span roof structures can give important guidelines of the design procedures. Although significant efforts have been made in field measurements of wind effects on buildings and structures in the past several decades [2], [3], [4], [5], [6], [7], [8],...
Typhoon effects on super-tall buildings Full-scale measurement is considered to be the most reliable method for evaluating wind effects on buildings and structures. This paper presents selected r... Li QS,Xiao YQ,Wu JR,... - 《Journal of Sound & Vibration》 被引量: 0发表: 2008年 ...
(2009) demonstrated the negative impact of ‘wall-effect’ of similar height, closely-spaced tall buildings on the wind penetration into the city; and Tsang et al. (2012) revealed negative effects of podium structures on creating large areas with low wind speeds near the ground. The lack of...
Any building or structure which does not satisfy either of the above two criteria shall be examined for dynamic effects of wind.: a) Buildings and closed structures with a height to minimum lateral dimension ratio of more than about 5.0. and b) Buildings and closed structures whose natural ...
accelerations if the building is slender about both axes. Any building or structure which does not satisfy either of the above two criteria shall be examined for dynamic effects of wind.: a) Buildings and closed structures with a height to minimum lateral dimension ratio of more than about 5.0...
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Earthquake is dangerous to the living beings in terms of its effects on manmade structures. Structures like tall buildings are built to resist gravity loads. However many tall buildings are not so resistant in lateral loads due to ... D Patil,MP Naveena - 《International Journal of Research ...
The evaluation of wind loads on buildings is carried out mainly by using codes and standards, whose specifications are generally based on wind tunnel tests performed on isolated structures in an open terrain. However, it has been shown by several researchers that wind loads on buildin...
The modal correlation coefcientnbetween two adjacent modes, needed for the implementation ofnthe CQC scheme, is often estimated using the closed-form formu-nlation given in Der Kiureghian u00011980u0002 for the analysis of windnload effects on buildings and other structures, e.g., Xie et ...