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Study of a Method of Feasible Directions for Optimal Elastic Design of Framed Structures Subjected to Earthquake Loading,

机译：地震荷载作用下框架结构优化弹性设计可行方向的研究，

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This report deals with optimum design of elastic single bay multistory rigid frames subjected to dead loads and earthquake-generated horizontal ground motion. The basis design problem is cast in the format of mathematical programming. Expressions necessary to solve the problem via the nonlinear programming technique of a method of feasible directions are obtained. For a particular choice of design objective and constraint functions,along with a typical pseudo-velocity response spectrum characterizing the ground motion,examples of the design of one-,two-and eight-story frames are provided. These examples serve to develop insight into the nature of the structural optimization problem under study as well as the operating characteristics of the feasible directions algorithm.

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作者
walker, n. d. pister, k. s.;
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年度 1976
页码 1-103
总页数 103
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
buildings; framed structures; earthquake resistant structures; structural designearth movements; static loads; stress analysis; dynamic loads; algorithms; nonlinear programming; optimization;

机译：建筑物;框架结构;抗震结构;结构设计运动;静载荷;应力分析;动态载荷;算法;非线性规划;优化;

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Study of a Method of Feasible Directions for Optimal Elastic Design of Framed Structures Subjected to Earthquake Loading,

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