000004209 001__ 4209
000004209 005__ 20141118185749.0
000004209 04107 $$acze
000004209 046__ $$k2005-05-31
000004209 100__ $$aChen, Xinzhong
000004209 24500 $$aEvaluation of Equivalent Static Wind Loads on Buildings

000004209 24630 $$n10.$$pProceedings of the Tenth Americas Conference on Wind Engineering
000004209 260__ $$bAmerican Association for Wind Engineering, 2005
000004209 506__ $$arestricted
000004209 520__ $$2eng$$aWind loads on buildings can be quantified through synchronous measurements of pressure over building model surfaces or by high frequency force balance (HFFB) measurements. Although this loading information can be directly utilized for building design applications, current design practice often requires the transformation of dynamic wind loading to the equivalent static wind loads (ESWLs). This paper addresses prediction of wind load effects and modeling of associated ESWLs of buildings with uncoupled mode shapes of vibration. Both building response in primary directions and that contributed by the combined actions of wind loads in different directions are studied. Various approaches used in the development of ESWLs associated with the peak wind load effects of buildings are critically evaluated with some new insights that lead to improved modeling of wind loading for design applications. 

000004209 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004209 653__ $$a

000004209 7112_ $$aTenth Americas Conference on Wind Engineering$$cBaton Rouge, Louisiana (US)$$d2005-05-31 / 2005-06-04$$g10ACWE
000004209 720__ $$aChen, Xinzhong$$iKareem, Ahsan
000004209 8560_ $$ffischerc@itam.cas.cz
000004209 8564_ $$s99711$$uhttps://invenio.itam.cas.cz/record/4209/files/033-Chen.pdf$$yOriginal version of the author's contribution as presented on CD, , paper No. 033.
000004209 962__ $$r4178
000004209 980__ $$aPAPER