摘要
针对由地基不均匀沉降引起的建筑结构变形和裂缝,利用有限元软件对建筑结构可靠度进行了数值模拟分析,并通过与实测结果进行对比,论证了该结构的稳定性,具有一定的工程参考价值。
In view of the deformation and crack of the architectural structure result from the unequal settlement,the Finite Element Analysis is applied to the architectural reliability to confirm the structural stability.The result can supply reference to the engineering design.
出处
《安阳工学院学报》
2012年第4期64-65,共2页
Journal of Anyang Institute of Technology
关键词
建筑结构
可靠度
有限元法
the architectural structure
reliability
Finite Element Analysis
