Experimental Study on Seismic Performance of Full Precast Shear Wall-Frame Structures

Jun-wei MA, Jin-long PAN, Wan-yun YIN, Shou-cheng LIU

Abstract


To study the seismic behaviors of full precast shear wall-frame structures with prefabricated shear wall panels and prefabricated frames. Two geometrically identical half-scale two-story two-bay RC shear wall-frame structure specimens were constructed and tested under quasi-static reversed cyclic loading (One specimen named RC-1 is cast-in-place concrete shear wall-frame structure, the other one is a precast specimen named PC-3). The test results show that the specimen PC-3 have similar failure pattern with the specimen RC-1. The experimental investigation indicates that the reliably connected, well-designed and constructed full prefabricated shear wall-frame structures with prefabricated shear wall panels and prefabricated frames, have good seismic performance and can meet the seismic requirements and be used in anti-seismic zone.

Keywords


Full precast shear wall-frame structures, Grout filled sleeves, Reversed cyclic lateral loading, Hysteretic response, Failure pattern


DOI
10.12783/dteees/eesd2017/12001

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