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contributor authorBruce Ellingwood
contributor authorDavid Rosowsky
date accessioned2017-05-08T20:56:09Z
date available2017-05-08T20:56:09Z
date copyrightNovember 1996
date issued1996
identifier other%28asce%290733-9445%281996%29122%3A11%281364%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32371
description abstractASCE Standard 7, “Minimum Design Loads for Buildings and Other Structures,” and the “NEHRP/BSSC Recommended Provisions for Seismic Regulations for Buildings” both contain load requirements for earthquake-resistant structural design. Many of the NEHRP provisions are being implemented in building codes and are the basis for the seismic load provisions in Chapter 9 of ASCE 7. However, the treatment of combinations of earthquake and snow loads differs in the ASCE 7 and NEHRP documents. Concerns regarding these differences were raised during the balloting of both the ASCE 7-93 and ASCE 7-95 provisions. To address these concerns, the load combination requirements involving dead, snow and earthquake load in these two resource documents were examined using modern probabilistic load models and load combination techniques. It is found that approximately 20% of the nominal snow load should be considered in combining snow and earthquake loads.
publisherAmerican Society of Civil Engineers
titleCombining Snow and Earthquake Loads for Limit States Design
typeJournal Paper
journal volume122
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1996)122:11(1364)
treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
contenttypeFulltext


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