摘要
通过对Timoshenko梁理论的研究和分析,将其引入抗震建筑设计.结合有限元方法,建立抗震建筑简化模型的质量和刚度矩阵,并通过Matlab仿真进行检验,保证简化模型的有效性.研究结果为抗震建筑设计奠定一些基础.
Timoshenko beam theory was introduced into aseismic design. Combined with the finite element method, the mass matrix and stiffness matrix of the simplified model were built and the results were checked by Matlab simulation to ensure the validity of the simplified model. The research result laid the foundation for aseismic design.
出处
《东华大学学报(自然科学版)》
CAS
CSCD
北大核心
2013年第4期524-528,共5页
Journal of Donghua University(Natural Science)