摘要
为验证组合桁架有限元模型的准确性，寻求组合桁架内力和变位的分布规律，提供实际设计依据，对两榀测试组合桁架的内力、滑移、掀起和挠度进行电算和实测，电算值与实测值吻合良好。
In order to prove the accuracy of finite element model of the composite truss,seek the distribution regulauity of the intemal force and displacement of composite truss,and provide basis for practial design,calculation and testing measrement for the intemal force,slip,uplift and deflection of two test composite trusses were done which prove that calculation values and the test values are corresponding well.
出处
《工业建筑》
CSCD
北大核心
1996年第7期20-27,共8页
Industrial Construction
关键词
组合桁架
内力
变形
有限元
计算
测试
composite truss
test truss
partial moment
slip
uplift
