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The Behavior of Infill Walls in RC Frames Under Combined Bidirectional Loading
Large-scale reinforced concrete frames with five different infill conditions, namely three single-leaf, two double-leaf walls with and without Z-ties, and a bare frame were tested. Under progressively increased in-plane actions, as the main aspect the behavior of walls under simultaneously acting monotonic out-of-plane loads was investigated. All infill walls have doubled the initial stiffness and energy absorption capacity of the frames, and the ultimate strength has increased about 50%. Z-ties have helped the double-leaf wall to maintain its integrity up to higher inter-story drift levels, and improve the out-of-plane stability of the wall.
The Behavior of Infill Walls in RC Frames Under Combined Bidirectional Loading
Large-scale reinforced concrete frames with five different infill conditions, namely three single-leaf, two double-leaf walls with and without Z-ties, and a bare frame were tested. Under progressively increased in-plane actions, as the main aspect the behavior of walls under simultaneously acting monotonic out-of-plane loads was investigated. All infill walls have doubled the initial stiffness and energy absorption capacity of the frames, and the ultimate strength has increased about 50%. Z-ties have helped the double-leaf wall to maintain its integrity up to higher inter-story drift levels, and improve the out-of-plane stability of the wall.
The Behavior of Infill Walls in RC Frames Under Combined Bidirectional Loading
Misir, Ibrahim Serkan (Autor:in) / Ozcelik, Ozgur (Autor:in) / Girgin, Sadik Can (Autor:in) / Yucel, Umut (Autor:in)
Journal of Earthquake Engineering ; 20 ; 559-586
18.05.2016
28 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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