摘要
箱板装配式钢结构住宅是一种带竖肋围壁承力的新型钢结构建筑，其参照大型船舶的上层建筑结构形式，并采用模块化的建造思路实施。为确保结构在地震作用下的安全性，进行了一个1／10缩尺的11层箱板装配式住宅模型的振动台试验，测试了模型结构的动力特性、阻尼比及其在8度多遇、8度设防、8度罕遇和9度罕遇地震作用下的加速度和位移反应等，研究了此种结构在强震作用下的地震反应和破坏特征，并对结构的抗震性能进行了深入探讨。
Prefabricated box-type steel structure house is a new type of building that is loaded with walled vertical stiffeners, and it is built with reference to the superstructure of large ships and uses a modularized construction idea. The shaking table test of a 1 ： 10 scaled eleven-storey high residential model was carried out to research the seismic behavior of the structure. The model＇ s dynamic properties, damp ratio and responses of acceleration and deformation on the different level earthquakes were studied. Its seismic response and failure mechanism were studied as well, and the seismic behavior of the structure was also discussed.
作者
兰涛
郭昌灵
门进杰
贺青青
赵钿
王凌云
LAN Tao,GUO Changling,MEN Jinjie,HE Qingqing,ZHAO Tian,WANG Lingyun(1.School of Civil Engineering, Xi＇an University of Architecture ＆ Technology, Xi＇an 710055, China; 2.CSIC International Engineering Co. Ltd, Beijing 100021, China; 3. China Architecture Design Group, Beijing 100089, China)
出处
《工业建筑》
CSCD
北大核心
2018年第9期1-8,共8页
Industrial Construction
基金
国家重点研发计划项目(2017YFC0703406)
首规委支持科研基金项目(2017-016)
陕西省教育厅重点实验室项目(17JS062)
关键词
模块化装配式
振动台试验
地震反应
抗震性能
设计建议
modular prefabricated
shaking table model test
seismic response
seismic behavior
design suggestion
