首页 | 本学科首页   官方微博 | 高级检索  
     


Optimization of hybrid steel plate girders
Affiliation:1. Department of Civil Engineering, Federal University of Sao Carlos, Sao Carlos, SP, Brazil;2. Department of Structural Engineering, University of Campinas, Campinas, SP, Brazil;3. Department of Civil Engineering, Johns Hopkins University, Baltimore, MD, USA;4. Department of Structural Engineering, School of Engineering of Sao Carlos, University of Sao Paulo, Sao Carlos, SP, Brazil;1. Key Laboratory for Green Chemical Technology of Ministry of Education, R&D Center for Petrochemical Technology, Tianjin University, Tianjin 300072, China;2. Collaborative Innovation Center of Chemical Science and Engineering, Tianjin 300072, China
Abstract:An efficient procedure is presented for minimum weight design of unstiffened and stiffened hybrid steel plate girders subjected to arbitrary loading using the General Geometric Programming technique. The nonlinear optimization problem is formulated on the basis of the current American Institute of Steel Construction specification. Four examples are presented to show the application of the algorithm for practical optimization of hybrid steel plate girders.
Keywords:
本文献已被 ScienceDirect 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