引文
[1]GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.GB50011-2001,Code for seismic design of buildings[S].Beijing:China Architecture&Building Press,2001.
[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.