{"title":"Wood Diaphragm Deflections. II: Implementing a Unified Approach for Current CLT and WSP Practice","authors":"J. Lawson, Scott Breneman, M. Lo Ricco","doi":"10.1061/jaeied.aeeng-1574","DOIUrl":null,"url":null,"abstract":"AE1574 Wood Diaphragm Deflections. Part II: Implementing a Unified Approach for Current CLT and WSP Practice By John Lawson S.E., M.ASCE1, Scott Breneman Ph.D., M.ASCE2 and Marco Lo Ricco Ph.D., M.ASCE3 Abstract Horizontal wood diaphragm systems, whether decked with conventional or mass timber panels, transfer wind and seismic loads to vertical elements of the lateral force-resisting system (LFRS), in flexible, rigid, or semi-rigid fashion. Characterizing and calculating the resulting diaphragm deflections determines the distribution of forces to critically loaded components and a significant portion of lateral building translations and rotations. Deflection equations for sheathed wood structural panel (WSP) diaphragms are well established in U.S. design standards in a 4-term expression that models flexural, shear, and fastener-slip deformations, but similar equations for cross-laminated timber (CLT) diaphragms have yet to unfold, despite growing industry consensus that CLT panels make efficient slabs and decks. Building code standards require CLT diaphragm deflections be computed using principles of engineering mechanics. The","PeriodicalId":46818,"journal":{"name":"Journal of Architectural Engineering","volume":" ","pages":""},"PeriodicalIF":1.5000,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Architectural Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/jaeied.aeeng-1574","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
AE1574 Wood Diaphragm Deflections. Part II: Implementing a Unified Approach for Current CLT and WSP Practice By John Lawson S.E., M.ASCE1, Scott Breneman Ph.D., M.ASCE2 and Marco Lo Ricco Ph.D., M.ASCE3 Abstract Horizontal wood diaphragm systems, whether decked with conventional or mass timber panels, transfer wind and seismic loads to vertical elements of the lateral force-resisting system (LFRS), in flexible, rigid, or semi-rigid fashion. Characterizing and calculating the resulting diaphragm deflections determines the distribution of forces to critically loaded components and a significant portion of lateral building translations and rotations. Deflection equations for sheathed wood structural panel (WSP) diaphragms are well established in U.S. design standards in a 4-term expression that models flexural, shear, and fastener-slip deformations, but similar equations for cross-laminated timber (CLT) diaphragms have yet to unfold, despite growing industry consensus that CLT panels make efficient slabs and decks. Building code standards require CLT diaphragm deflections be computed using principles of engineering mechanics. The
期刊介绍:
The Journal of Architectural Engineering is a multidisciplinary forum for dissemination of research- based engineering and technical information related to all aspects of building engineering design in the form of peer-reviewed technical papers, technical notes, and case studies. The scope of the journal’s topics include; acoustics, construction, construction management, controls, electrical engineering and systems, indoor environmental quality, lighting and daylighting, mechanical engineering and systems, rehabilitation of existing structures, structural assessment, structural engineering, and sustainable construction/design, in the context of building systems engineering. Innovative and multi-disciplinary studies promoting an integrated approach to planning, design, construction and operation of buildings are especially encouraged. The journal also welcomes papers on the topic of architectural engineering education.