2016年8月上 施工技术 第45卷第15期 CONSTRUCTION TECHNOLOGY 57 D0I:10.7672/8js2016150057 青岛某新城售楼处网架结构施工监测与可靠性分析* 张纪刚，孙思博，张春巍，韩永力，孙海超 (青岛理工大学土木工程学院，山东青岛266033) [摘委]介骨岛菜新城售棒处网架结构施工过程中出现的向题及施工方法，进了卸我过程中的仿真分析与健 康监测.针对种轻大面积弹体多点支撑的网架结构特点，设计网架的监测方亲，包监测条件、测点布置与监 测方法.与MIDAS/GEn有限元件的理论分析结果进行对比，轮证该结构在面重荷载下的吊装容金性.同时，进 行整个卸载过程的理论据与监测数据的对比分析.最后，针对网架结构施工过程存在的施工偏差对其进行了可 靠性分析. [关键词]铜传构；网架；有限元分析；监测；可性 [中图分类号]TU356 [交献标识码]A [交章编号]1002-8498(2016)15-0057-05 The Erection Monitoring and Reliability Analysis of Space Truss Structure for the Sales Office of One New City in Qingdao Zhang Jigang Sun Sibo Zhang Chunwei Han Yongli Sun Haichao (School of Ciuil Engineering Qingdao Technological University Qingdao Shandong 266033 China) Abstract:The construction method of space truss structure of sales office is introduced which located at one new city of Qingdao and unloading simulation and monitoring for the space truss structure were done.For the particularity of space truss structure of this large-area monomer multipoint support bining with the characteristics of the space truss structure the monitoring scheme of space truss structure was designed including monitoring conditions arrangement of measuring points and monitoring method pared with the analysis results of the theory of finite element software MIDAS/Gen to verify the safety of the structure under the gravity load.The parisons between theoretical data and monitoring data during the whole process of unloading were done a certain reference was provi...
青岛某新城售楼处网架结构施工监测与可靠性分析.pdf
