摘要
结合外包钢—混凝土组合梁的受力特点,建立外包钢—混凝土简支梁截面的优化数学模型,并采用MATLAB优化工具箱,通过编制相应的程序进行求解,进而对组合梁进行了优化设计,并证明了该优化方法的正确性、有效性。
Combining with the stressed features of the steel-encased concrete composite beam,the paper establishes the optimal mathematical framework for the steel-encased concrete simply-support beam,adopts the MATLAB optimal tool box,undertakes the solution by compiling respective programs,undertakes the optimal design for the composite beam,and proves the correctness and effectiveness of the optimal methods.
出处
《山西建筑》
2012年第29期69-70,共2页
Shanxi Architecture
