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contributor authorYin Zhou
contributor authorTracy Kijewski
contributor authorAhsan Kareem
date accessioned2017-05-08T20:58:24Z
date available2017-05-08T20:58:24Z
date copyrightJune 2002
date issued2002
identifier other%28asce%290733-9445%282002%29128%3A6%28788%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33848
description abstractMost international codes and standards provide guidelines and procedures for assessing the along-wind effects on tall structures. Despite their common use of the “gust loading factor” (GLF) approach, sizeable scatter exists among the wind effects predicted by the various codes and standards under similar flow conditions. This paper presents a comprehensive assessment of the source of this scatter through a comparison of the along-wind loads and their effects on tall buildings recommended by major international codes and standards. ASCE 7-98 (United States), AS1170.2-89 (Australia), NBC-1995 (Canada), RLB-AIJ-1993 (Japan), and Eurocode-1993 (Europe) are examined in this study. The comparisons consider the definition of wind characteristics, mean wind loads, GLF, equivalent static wind loads, and attendant wind load effects. It is noted that the scatter in the predicted wind loads and their effects arises primarily from the variations in the definition of wind field characteristics in the respective codes and standards. A detailed example is presented to illustrate the overall comparison and to highlight the main findings of this paper.
publisherAmerican Society of Civil Engineers
titleAlong-Wind Load Effects on Tall Buildings: Comparative Study of Major International Codes and Standards
typeJournal Paper
journal volume128
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2002)128:6(788)
treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 006
contenttypeFulltext


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