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    Combining Snow and Earthquake Loads for Limit States Design

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author:
    Bruce Ellingwood
    ,
    David Rosowsky
    DOI: 10.1061/(ASCE)0733-9445(1996)122:11(1364)
    Publisher: American Society of Civil Engineers
    Abstract: ASCE 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.
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      Combining Snow and Earthquake Loads for Limit States Design

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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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