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The Behavior of Infill Walls in RC Frames Under Combined Bidirectional Loading

Misir, Ibrahim Serkan / Ozcelik, Ozgur / Girgin, Sadik Can / Yucel, Umut

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.

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The Behavior of Infill Walls in RC Frames Under Combined Bidirectional Loading

Misir, Ibrahim Serkan / Ozcelik, Ozgur / Girgin, Sadik Can / Yucel, Umut

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 / Ozcelik, Ozgur / Girgin, Sadik Can / Yucel, Umut

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.

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Title:

The Behavior of Infill Walls in RC Frames Under Combined Bidirectional Loading

Contributors:

Misir, Ibrahim Serkan (author) / Ozcelik, Ozgur (author) / Girgin, Sadik Can (author) / Yucel, Umut (author)

Published in:

Journal of Earthquake Engineering ; 20 ; 559-586

Publication date:

2016-05-18

Size:

28 pages

ISSN:

1363-2469 , 1559-808X

DOI:

https://doi.org/10.1080/13632469.2015.1104748

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Reinforced Concrete Infilled Frames , Double-Leaf Wall With Z Ties , Cyclic In-Plane Loading , Simultaneous Out-Of-Plane Loading , Bidirectional Loading , Experimental Methods , Earthquake Engineering

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