Journal:力学与实践

Co-author:周志伟, 何文杰

First Author:文颖

Indexed by:Journal paper

Discipline:Engineering

First-Level Discipline:Civil Engineering

Document Type:J

Volume:45

Issue:3

Page Number:627-631

Translation or Not:no

Links to published journals:http://kns.cnki.net/kcms/detail/11.2064.O3.20221024.1111.016.html

Pre One:Full beam formulation for the lateral torsional buckling analysis of elastic frames by considering the structural detail of beam-to-column joint Next One:Qualification of the Ernst formula for modeling the sag effect of super-long stay cables in the long-span railway cable-stayed bridges