Optimum design model about composite foundation of composite piles is constructed which is under the dual control of bearing capacity and displacement by applying optimization theory.
运用最优化理论，建立了考虑承载力和沉降量两个控制条件的组合桩复合地基的最优设计模型。
A computational model of dual functional slitted wall is suggested. With the proposed model, the maximum load-carrying capacity and the ductile strength of dual functional slitted wall are computed.
论文还建立了双功能墙的力学计算模型，并采用该模型研究了双功能墙的最大承载力和延性承载力。
A computational model of dual functional slitted wall is suggested. With the proposed model, the maximum load-carrying capacity and the ductile strength of dual functional slitted wall are computed.
论文还建立了双功能墙的力学计算模型，并采用该模型研究了双功能墙的最大承载力和延性承载力。
应用推荐