For further study on effective seismic design requirements of masonry structure, two masonry buildings were designed and constructed according to common structure style in towns and villages. Two full-scale buidings were subjected to earthquake using pseudo-dynamic test and quasi-static test. This paper presents crack propagation of masonry structure, hysteretic behavior, deformation and stiffness degradation under horizontal seismic action. In this experiment, deformability and ultimate bearing capacity of confined masonry (CM) with tie-column and ring-beam is higher than common brick structure (BM). Confined masonry (CM) wall maintain integrity due to constraint of tie-column and ring-beam. These tests verify that tie-column and ring-beam system is an effective seismic requirement to enhance seismic performance of masonry structure.
Full-Scale Test on Seismic Performance of Masonry Structure
ICCAHE, International Conference on Civil, Architectural and Hydraulic Engineering, 2012 ; 2610-2617
Applied Mechanics and Materials ; 204-208
2012
8 Seiten
Aufsatz (Konferenz)
Englisch
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