A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
In-Plane Analyses of Elastic Three-Pinned Steel Arches
Because three-pinned circular steel arches are statically determinate, it is commonly thought that linear analysis is sufficiently accurate for predicting their in-plane elastic behavior and buckling. This paper shows that the linear analysis underestimates the in-plane structural response of three-pinned circular steel arches to the external load, but overestimates their elastic in-plane buckling load. To predict the in-plane structural behavior and buckling load of three-pinned circular steel arches correctly, nonlinear analysis is required.
In-Plane Analyses of Elastic Three-Pinned Steel Arches
Because three-pinned circular steel arches are statically determinate, it is commonly thought that linear analysis is sufficiently accurate for predicting their in-plane elastic behavior and buckling. This paper shows that the linear analysis underestimates the in-plane structural response of three-pinned circular steel arches to the external load, but overestimates their elastic in-plane buckling load. To predict the in-plane structural behavior and buckling load of three-pinned circular steel arches correctly, nonlinear analysis is required.
In-Plane Analyses of Elastic Three-Pinned Steel Arches
Pi, Yong-Lin (author) / Bradford, Mark Andrew (author)
2014-07-07
Article (Journal)
Electronic Resource
Unknown
Closed-Form Solution for In-plane Nonlinear Elastic Buckling of Parabolic Three-Pinned Arches
| Springer Verlag | 2019
IN-PLANE NONLINEAR BEHAVIOUR OF CIRCULAR PINNED ARCHES WITH ELASTIC RESTRAINTS UNDER THERMAL LOADING
| Online Contents | 2006