首页 | 本学科首页   官方微博 | 高级检索  
     


On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers
Authors:A. Andrade,P. Providê  ncia e Costa
Affiliation:a Department of Civil Engineering, University of Coimbra, Pólo II, Pinhal de Marrocos, 3030-290 Coimbra, Portugal
b Department of Civil Engineering and Architecture, ICIST/IST, Technical University of Lisbon, Av. Rovisco Pais, 1049-001 Lisboa, Portugal
Abstract:
Keywords:Lateral-torsional buckling   Elastic critical moments   I-section cantilevers   Dimensional analysis   Rayleigh-Ritz method   Eurocode 3
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