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钢丝桁架复合墙板抗弯及振动特性试验研究
引用本文:侯和涛,马克峰,李国强,陈璐. 钢丝桁架复合墙板抗弯及振动特性试验研究[J]. 广西大学学报(自然科学版), 2011, 36(1): 53-58
作者姓名:侯和涛  马克峰  李国强  陈璐
作者单位:1. 山东大学,土建与水利学院,山东,济南,250061;莱芜钢铁集团有限公司,山东,莱芜,271104;同济大学,土木工程学院,上海,200092
2. 华润置地(山东)有限公司,山东,青岛,266071
3. 莱芜钢铁集团有限公司,山东,莱芜,271104;土木工程防灾国家重点实验室,上海200092
4. 山东大学,土建与水利学院,山东,济南,250061
基金项目:国家科技支撑计划基金(2006BAJ04A02-06); 中国博士后科学基金(20090450736); 上海市博士后科研资助计划基金(09R21415800); 山东省博士后创新项目专项资金(200902004)
摘    要:节能复合墙板是由两块钢筋混凝土面板和聚苯板芯层通过斜向钢丝可靠连接而成的复合板,具有抗弯刚度大、承载力高、自重轻和节能保温等特点,广泛应用于钢结构住宅.为研究斜向钢丝的布置对复合墙板抗弯承载力和振动模态的影响,本文分别对足尺平面钢丝桁架复合墙板和CL(composite light-weight)空间网架墙板进行了抗弯...

关 键 词:复合墙板  钢丝桁架  开裂荷载  抗弯承载力  振动模态

Experimental investigations on the flexural behavior and dynamic response of the composite sandwich panels with truss shear connectors
HOU He-tao,MA Ke-feng,LI Guo-qiang,CHEN Lu. Experimental investigations on the flexural behavior and dynamic response of the composite sandwich panels with truss shear connectors[J]. Journal of Guangxi University(Natural Science Edition), 2011, 36(1): 53-58
Authors:HOU He-tao  MA Ke-feng  LI Guo-qiang  CHEN Lu
Affiliation:HOU He-tao1,2,3,MA Ke-feng3,LI Guo-qiang2,4,CHEN Lu1(1.School of Civil Engineering,Shandong University,Jinan 250061,China,2.Laiwu Steel Group Limited,Laiwu 271104,3.School of Civil Engineering,Tongji University,Shanghai 200092,4.China Resources Land(Shandong) Co.Ltd,Qingdao 266071,5.State Key Laboratory of Disaster Reduction in Civil Engineering,China)
Abstract:Energy-saving composite sandwich panels were composed of two wythes of concrete and a core layer of thermal insulation,which were connected to each other by truss shear connectors.Because of their advantages,such as the superior flexural resistance and stiffness,light weight and excellent thermal insulation,sandwich composite panels were widely employed in steel residential houses.In order to investigate how the arrangements of truss shear connectors affect the flexural behavior and dynamic response of the ...
Keywords:sandwich composite panel  truss shear connectors  crack loads  ultimate flexural strength  vibration mode  
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