Refined Analysis of Fatigue Crack Initiation Life of Beam-to-Column Welded Connections of Steel Frame under Strong Earthquake
This paper presents a refined analysis for evaluating low-cycle fatigue crack initiation life of welded beam-to-column connections of steel frame structures under strong earthquake excitation. To consider different length scales between typical beam and column components as well as a few crucial bea...
Saved in:
Main Authors: | Weilian Qu, Ernian Zhao, Qiang Zhou |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2017-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2017/7946286 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Multiaxial Cycle Deformation and Low-Cycle Fatigue Behavior of Mild Carbon Steel and Related Welded-Metal Specimen
by: Weilian Qu, et al.
Published: (2017-01-01) -
Nonlinear Earthquake Analysis of Reinforced Concrete Frames with Fiber and Bernoulli-Euler Beam-Column Element
by: Muhammet Karaton
Published: (2014-01-01) -
Fatigue Properties Estimation and Life Prediction for Steels under Axial, Torsional, and In-Phase Loading
by: Ernian Zhao, et al.
Published: (2020-01-01) -
Study on the Component-Based Model of an All-Welded Beam-Column Connection for Progressive Collapse Analysis
by: Fuzhe Xie, et al.
Published: (2020-01-01) -
Fatigue failure of welded connections at orthotropic bridges
by: Z.H. Qian, et al.
Published: (2009-06-01)