Dimensionless Analytical Solution and New Design Formula for Lateral-Torsional Buckling of I-Beams under Linear Distributed Moment via Linear Stability Theory
Work
Year: 2017
Type: article
Abstract: Even for the doubly symmetric I‐beams under linear distributed moment, the design formulas given by codes of different countries are quite different. This paper will derive a dimensionless analytical ... more
Cites: 39
Cited by: 11
Related to: 10
FWCI: 1.272
Citation percentile (by year/subfield): 92.06
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Sustainable Development Goal Affordable and clean energy
Open Access status: hybrid
APC paid (est): $2,400
Funders National Natural Science Foundation of China, National Natural Science Foundation of China, Nanjing Institute of Technology
Grant IDS 51178087, 51578120, YKJ201617