首页 | 官方网站   微博 | 高级检索  
     

简单工程系统抗地震设计全局优化的直接解法
引用本文:王光远.简单工程系统抗地震设计全局优化的直接解法[J].土木工程学报,1998(6).
作者姓名:王光远
作者单位:哈尔滨建筑大学
基金项目:国家自然科学基金重大项目“城市与工程减灾基础研究”
摘    要:本文定义“工程系统”是工程项目所包括的主要工程结构的集合,“简单工程系统”是其遇灾总损失期望可以直接以显式表为各结构损失期望和系统损失期望之和的工程系统.后者包括串联、并联、串并联和候选系统.本文提出直接利用Lagrange乘子法进行这类系统全局优化的解法.全局优化的目标函数包括系统的总造价和总损失期望,优化变量是各结构的最优设防烈度,约束条件符合现行抗震结构设计规范的原则和规定,特别是考虑了抗震结构的三级设防准则.因此,所提方法是非常合理而又切实可行的.此外,还给出了简单工程系统投资最优分配的计算方法.

关 键 词:工程系统  抗震设计  全局优化  最优设防烈度  直接优化解法

GLOBAL OPTIMAL ASEISMIC DESIGN OF SIMPLE ENGINEERING SYSTEMS BY DIRECT OPTIMIZATION METHOD
Wang Guangyuan.GLOBAL OPTIMAL ASEISMIC DESIGN OF SIMPLE ENGINEERING SYSTEMS BY DIRECT OPTIMIZATION METHOD[J].China Civil Engineering Journal,1998(6).
Authors:Wang Guangyuan
Affiliation:Harbin University of Civil Engineering and Architecture
Abstract:Engineering system is defined as the set of the chief structures in an engineering project. For a simple engineering system, its total seismic loss expectation may be expressed directly as the sum of the loss expectation of the damages of structures and that of the failure of whole system. Both the total cost and total loss expectation of the engineering system are considered in the objective function of optimization by Lagrange multiplier method. The variables of optimization are the optimal fortification intensities of structures in the engineering system. The multi-failure criterions for aseismic structures are considered in the determination of the loss expectation. The proposed method is rational , practical to use and consistent with the National Design Codes. In addition, the method for deciding the optimal distribution of the investment to structures of the engineering system is given.
Keywords:engineering system  aseismic design  globed optimization  optimal fortification intensity  direct optimization method
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号