复合剪力墙板裂缝发展规律及破坏模式的研究
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摘要
复合剪力墙板作为轻型复合结构体系的核心,是一种具有良好的保温和隔音、抗震效果的承重剪力墙.该文对11片墙板进行了低周反复荷载作用下的试验研究,根据试验结果对墙板开裂过程及裂缝发展规律进行了分析与研究,得到了该类型墙板的破坏模式及受力机理.复合剪力墙板的破坏模式也为轻型复合结构的裂缝发展规律提供了一定的参考依据.
The composite wall is a new constructer system,with light,energy-saving,anti-seismic,economic and other characteristics.In this paper,11 composite walls were tested on the quasi-static force.It was analyzed and researched that the cracking process and the cracks development law of the composite wall through the test.The several failure modes and the force mechanism of the composite wall were put forward.It is provided a certain basis for the Cracks Development Law of the Composite Wall.
The composite wall is a new constructer system,with light,energy-saving,anti-seismic,economic and other characteristics.In this paper,11 composite walls were tested on the quasi-static force.It was analyzed and researched that the cracking process and the cracks development law of the composite wall through the test.The several failure modes and the force mechanism of the composite wall were put forward.It is provided a certain basis for the Cracks Development Law of the Composite Wall.
引文
[1]李升才,江见鲸.轻型复合结构抗震性能分析(I)一墙板开裂过程及裂缝发展规律分析[J].中山大学学报,2006,45(5):133-138.
[2]中华人民共和国行业标准.JGJ101-96建筑抗震试验方法规程[S].北京:中国建筑工业出版社,1997.
[3]张洪波.新型建筑体系发展研究[D].天津:天津大学,1999.
[4]盐原.既存鐵筋コンヶリ?ト骨组の後打ち耐震壁による耐震補?に關する研究[M].昭和61.
[5]邵武,钱国芳.钢筋混凝土低矮抗震墙试验研究[J].西安冶金建筑学院学报,1989,21(3):15-23.
[6]PAULAY T,PRIESTLEY M J N.Seismic design of reinforced concrete and masonry buildings[M].New York:John Wiley&Sons,1975.
[7]PARK R,PAULAY T.Reinforced Concrete Structures[M].New York:John Wiley&Sons,1975.
[8]王社良,赵祥,申兆武.带边框柱剪力墙模型结构抗震性能试验研究[J].工业建筑,2005,38(1):33-36.
[9]蒋欢军,吕西林.新型耗能剪力墙模型低周反复荷载试验研究[J].世界地震工程,2000,16(3):63-67.
[10]SALONIKIOS T N,KAPPOS A J,TEGOS I A,et al.Cyclic load behavior of low-slenderness reinforced concrete walls:Fail-ure modes.strength and deformation analysis.and design implication[J].ACI Structure Journal,2000,97(1):132-141.
[11]FINTEL M.Performance of buildings with shear walls in earthquakes of the last thirty years[J].PCI Journal,1995,40(3):62-80.
[2]中华人民共和国行业标准.JGJ101-96建筑抗震试验方法规程[S].北京:中国建筑工业出版社,1997.
[3]张洪波.新型建筑体系发展研究[D].天津:天津大学,1999.
[4]盐原.既存鐵筋コンヶリ?ト骨组の後打ち耐震壁による耐震補?に關する研究[M].昭和61.
[5]邵武,钱国芳.钢筋混凝土低矮抗震墙试验研究[J].西安冶金建筑学院学报,1989,21(3):15-23.
[6]PAULAY T,PRIESTLEY M J N.Seismic design of reinforced concrete and masonry buildings[M].New York:John Wiley&Sons,1975.
[7]PARK R,PAULAY T.Reinforced Concrete Structures[M].New York:John Wiley&Sons,1975.
[8]王社良,赵祥,申兆武.带边框柱剪力墙模型结构抗震性能试验研究[J].工业建筑,2005,38(1):33-36.
[9]蒋欢军,吕西林.新型耗能剪力墙模型低周反复荷载试验研究[J].世界地震工程,2000,16(3):63-67.
[10]SALONIKIOS T N,KAPPOS A J,TEGOS I A,et al.Cyclic load behavior of low-slenderness reinforced concrete walls:Fail-ure modes.strength and deformation analysis.and design implication[J].ACI Structure Journal,2000,97(1):132-141.
[11]FINTEL M.Performance of buildings with shear walls in earthquakes of the last thirty years[J].PCI Journal,1995,40(3):62-80.
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