首页> 外文会议>International Conference on Building Envelope Systems and Technologies(ICBEST 2001) v.1-Day 1 Tracks 1 to 4; 20010625-20010629; Ottawa; CA >UPCOMING SEISMIC DESIGN PROVISIONS FOR ARCHITECTURAL GLASS -- AND A CURTAIN WALL SYSTEM TO ADDRESS THEM
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UPCOMING SEISMIC DESIGN PROVISIONS FOR ARCHITECTURAL GLASS -- AND A CURTAIN WALL SYSTEM TO ADDRESS THEM

机译:即将到来的建筑玻璃抗震设计规定以及用于解决这些问题的幕墙系统

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Upcoming revisions to the 1997 NEHRP Recommended Provisions for the Seismic Regulations for New Buildings and Other Structures (FEMA 302) include first-generation seismic design provisions written specifically for architectural glass components. Scheduled for publication by EEMA in 2001, the 2000 NEHRP Provisions will increase the amount of design attention paid to seismic life safety issues associated with architectural glass components in exterior building wall systems. An "Earthquake-Isolated Curtain Wall System" (EICWS) has been developed and tested successfully in the Building Envelope Research Laboratory at Penn State University. By decoupling each story level of the wall system structurally from adjacent story levels, the EICWS has shown an inherent ability to accommodate large interstory displacements in the vertical, horizontal and out-of-plane directions without jeopardizing life safety or compromising wall system serviceability. Thus, the EICWS has demonstrated an inherent ability to satisfy and exceed, by a wide margin, the proposed seismic design provisions for architectural glass in the 2000 NEHRP Provisions.
机译:1997年NEHRP的《关于新建筑物和其他结构的地震法规的建议规定》(FEMA 302)的即将进行的修订包括专门针对建筑玻璃组件编写的第一代地震设计规定。计划于2001年由EEMA发布的2000年NEHRP规定将增加对与建筑外墙系统中的建筑玻璃组件相关的地震生命安全问题的设计重视程度。已经开发了“地震隔离幕墙系统”(EICWS),并在宾夕法尼亚州立大学的建筑围护研究实验室中成功进行了测试。通过将墙体系统的每个层级结构与相邻层级结构脱钩,EICWS具有在垂直,水平和平面外方向适应较大层间位移的固有能力,而不会危及生命安全或损害墙体系统的可维修性。因此,EICWS表现出了一种固有的能力,可以满足并远远超过2000 NEHRP规定中针对建筑玻璃的抗震设计规定。

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