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Test and analysis of the precast composite RC shear wall

 Test and analysis of the precast composite RC shear wall
Autor(en): , ,
Beitrag für IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, veröffentlicht in , S. 460-461
DOI: 10.2749/222137810796025401
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In this paper, 9 specimens of precast composite RC shear wall and 3 compared specimens of normal RC wall were tested under low frequency cyclic load to study the structural behaviour of the precast...
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Autor(en):


Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Veröffentlicht in:
Seite(n): 460-461 Anzahl der Seiten (im PDF): 7
Seite(n): 460-461
Anzahl der Seiten (im PDF): 7
Jahr: 2010
DOI: 10.2749/222137810796025401
Abstrakt:

In this paper, 9 specimens of precast composite RC shear wall and 3 compared specimens of normal RC wall were tested under low frequency cyclic load to study the structural behaviour of the precast composite RC shear wall and its difference from that of the normal cast-in-place RC wall. By observing the test phenomena and analyzing the test data, it is found that the precast composite RC shear wall has reliable structural behaviour and can be used as structural elements instead of normal cast-in-place RC wall in some cases. Furthermore, the test result also proves that it is reliable to design the precast composite RC wall according to the existing Chinese Design Code.

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