带洞口框支密肋壁板结构连续墙梁抗震性能试验研究
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摘要
进行了一榀带洞口框支密肋壁板结构连续墙梁模型的伪静力试验,介绍了模型试件的破坏过程.根据试验结果,对这种形式墙梁的抗震性能进行了分析研究,并与无洞口框支密肋壁板结构连续墙梁及框支砖砌体墙梁进行了一定的对比分析.研究表明,带洞口框支密肋壁板结构连续墙梁具有良好的抗震性能.
In this paper,the pseudo-static model experiment of a frame-supported multi-ribbed continuous wall beam with opening is presented.The failure process of the model is introduced.Based on the experimental results,the seismic performance of this kind of wall beam is analyzed.At the same time,the seismic performance of this kind of wall beam is contrasted with that of frame-supported multi-ribbed continuous wall beam with no opening and frame-supported masonry wall beam.The study shows that frame-supported multi-ribbed continuous wall beam with opening has good seismic performance.
In this paper,the pseudo-static model experiment of a frame-supported multi-ribbed continuous wall beam with opening is presented.The failure process of the model is introduced.Based on the experimental results,the seismic performance of this kind of wall beam is analyzed.At the same time,the seismic performance of this kind of wall beam is contrasted with that of frame-supported multi-ribbed continuous wall beam with no opening and frame-supported masonry wall beam.The study shows that frame-supported multi-ribbed continuous wall beam with opening has good seismic performance.
引文
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[11]梁兴文,易文宗,王庆霖,等.框支连续墙梁抗震试验与分析[J].建筑结构,1996,26(9):3-8.LIANG Xing-wen,YI Wen-zong,WANG Qing-lin,et al.Aseismic experi ment and analysis of continuous mason-ry wall supported on RCframe[J].Building Structure,1996,26(9):3-8.
[12]梁兴文,王庆霖,易文宗,等.框支连续墙梁抗震性能研究及设计计算[J].建筑结构学报,1998,19(4):9-18.LIANG Xing-wen,WANG Qing-lin,YI Wen-zong,et al.Research on earthquake-resistant behavior and design ofcontinuous masonry wall supported on RCframe[J].Journal of Building Structures,1998,19(4):9-18.
[2]姚谦峰,陈平,张荫,等.密肋壁板轻框结构节能住宅体系研究[J].工业建筑,2003,33(1):1-5.YAO Qian-feng,CHEN Ping,ZHANG Yin,et al.Study on energy-saving residential systemof multi-ribbed wallslab with light-weight outer frame[J].Industrial Construction,2003,33(1):1-5.
[3]姚谦峰,袁泉.小高层密肋壁板轻框结构模型振动台试验研究[J].建筑结构学报,2003,24(1):59-63.YAO Qian-feng,YUAN Quan.Study on shaking table test of a 1/10 scale high-rise multi-rib wall plate slablight-weight frame model[J].Journal of Building Structures,2003,24(1):59-63.
[4]姚谦峰,贾英杰.密肋壁板结构十二层1/3比例房屋模型抗震性能试验研究[J].土木工程学报,2004,37(6):1-5.YAO Qian-feng,JIA Ying-jie.Experi mental study of aseismic property for a 1/3 scaled model of 12 storeys multi-ribbed wall slab building structure[J].China Civil Engineering Journal,2004,37(6):1-5.
[5]姚谦峰,黄炜,田洁,等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报,2004,25(6):67-74.YAO Qian-feng,HUANG Wei,TIANJie,et al.Experi mental analyses of mechanical characteristics and seismicperformance of multi-ribbed panel wall[J].Journal of Building Structures,2004,25(6):67-74.
[6]姚谦峰,荆罡,黄炜,等.小高层密肋壁板结构复合墙体抗弯性能试验研究[J].西安建筑科技大学学报:自然科学版,2007,39(4):457-462.YAO Qian-feng,JING Gang,HUANG Wei,et al.Study on flexural behavior of multi-ribbed composite wall inmoderate-high storied multi-ribbed slab structure[J].J.Xi′an Univ.of Arch.&Tech.(Natural Science Edition),2007,39(4):457-462.
[7]丁永刚.框支密肋壁板结构墙梁受力性能及设计计算方法研究[D].西安:西安建筑科技大学,2006.DING Yong-gang.Research on load-bearing performance and design method of frame-supported multi-ribbed wallbeam[D].Xi′an:Xi′an Univ.of Arch.&Tech.,2006.
[8]丁永刚,姚谦峰.不等跨框支密肋壁板结构连续墙梁抗震性能试验研究[J].世界地震工程,2007,23(4):170-175.DING Yong-gang,YAO Qian-feng.Experi mental study on seismic performance of frame-supported multi-ribbedcontinuous wall beam with unequal spans[J].World Earthquake Engineering,2007,23(4):170-175.
[9]黄炜,马静,姚谦峰.开洞密肋复合墙体的受力性能研究[J].西安建筑科技大学学报:自然科学版,2007,39(4):492-497.HUANG Wei,MAJing,YAO Qian-feng.Analyses of mechanical behaviors of multi-ribbed composite wall with o-pening[J].J.Xi′an Univ.of Arch.&Tech.(Natural Science Edition),2007,39(4):492-497.
[10]姚谦峰,陈平.土木工程结构试验[M].北京:中国建筑工业出版社,2001.YAO Qian-feng,CHEN Ping.Structural experi ment of civil engineering[M].Beijing:China Architecture&Building Press,2001.
[11]梁兴文,易文宗,王庆霖,等.框支连续墙梁抗震试验与分析[J].建筑结构,1996,26(9):3-8.LIANG Xing-wen,YI Wen-zong,WANG Qing-lin,et al.Aseismic experi ment and analysis of continuous mason-ry wall supported on RCframe[J].Building Structure,1996,26(9):3-8.
[12]梁兴文,王庆霖,易文宗,等.框支连续墙梁抗震性能研究及设计计算[J].建筑结构学报,1998,19(4):9-18.LIANG Xing-wen,WANG Qing-lin,YI Wen-zong,et al.Research on earthquake-resistant behavior and design ofcontinuous masonry wall supported on RCframe[J].Journal of Building Structures,1998,19(4):9-18.
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