Friction Joints for Seismic Control of Large Panel Structures
Friction Joints for Seismic Control of Large Panel Structures
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DOI：
10.15554/pcij.11011980.38.61
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发表时间：
1980-11
期刊：
影响因子：
1.1
通讯作者：
A. Pall;C. Marsh;P. Fazio
中科院分区：
文献类型：
--
作者：
A. Pall;C. Marsh;P. Fazio
鲍尔博士在魁北克省蒙特利尔市康科迪亚大学建筑研究中心担任副研究员期间进行了这项研究，在钢结构建筑或现浇混凝土结构中，依赖结构的延性来消散能量，同时经历非弹性变形。在大型板材建筑中，由于垂直钢材的有限连续性，很难产生弯曲延性，尽管在一些欧洲系统中，预制板被连接以提供竖向连续性，但这种结构在地震区的总体适用性经常受到质疑。当前的抗震规范
'The research reported herein was conducted while Dr. Pall was Research Associate at Centre for Building Studies, Concordia University, Montreal, Quebec, In steelframed buildings or cast-in-place concrete structures, reliance is placed on the ductility of the structure to dissipate energy while undergoing inelastic deformations. In large panel construction, it is difficult to develop flexural ductility due to the limited continuity in the vertical steel, and although in some European systems the precast panels are jointed to give vertical continuity, the suitability in general of this type of construction for seismic regions is often questioned. The current seismic codes