Self-Centering Seismic Lateral Force Resisting Systems: High Performance Structures for the City of Tomorrow

被引:164
作者
Chancellor, Nathan Brent [1 ]
Eatherton, Matthew R. [2 ]
Roke, David A. [3 ]
Akbas, Tugce [1 ]
机构
[1] Lehigh Univ, Adv Technol Large Struct Syst ATLSS Ctr, Dept Civil & Environm Engn, 117 ATLSS Dr, Bethlehem, PA 18105 USA
[2] Virginia Tech, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
[3] Univ Akron, Auburn Sci & Engn Ctr, Dept Civil Engn, Akron, OH 44325 USA
关键词
self-centering; high-performance; resilient; seismic; moment frame; braced frame; shear wall;
D O I
10.3390/buildings4030520
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Structures designed in accordance with even the most modern buildings codes are expected to sustain damage during a severe earthquake; however; these structures are expected to protect the lives of the occupants. Damage to the structure can require expensive repairs; significant business downtime; and in some cases building demolition. If damage occurs to many structures within a city or region; the regional and national economy may be severely disrupted. To address these shortcomings with current seismic lateral force resisting systems and to work towards more resilient; sustainable cities; a new class of seismic lateral force resisting systems that sustains little or no damage under severe earthquakes has been developed. These new seismic lateral force resisting systems reduce or prevent structural damage to nonreplaceable structural elements by softening the structural response elastically through gap opening mechanisms. To dissipate seismic energy; friction elements or replaceable yielding energy dissipation elements are also included. Post-tensioning is often used as a part of these systems to return the structure to a plumb; upright position (self-center) after the earthquake has passed. This paper summarizes the state-of-the art for self-centering seismic lateral force resisting systems and outlines current research challenges for these systems.
引用
收藏
页码:520 / 548
页数:29
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