Failure mechanism and design method of reticulated shells considering joint damage accumulation effect under earthquake load
Authors:
- Huihuan MaHMHuihuan Ma
- Yueyang MaYMYueyang Ma
- Feng FanFFFeng Fan
- Yingnan ZhangYZYingnan Zhang
- 29 March 2022
- journal article
- research article
- Published by Elsevier in Structures
- Vol. 39, 667-678
Abstract
No abstract availableKeywords
Funding Information
- National Science Fund for Distinguished Young Scholars (51525802)
- Shanghai Rising-Star Program (21QB1403100)
- National Science Fund for Distinguished Young Scholars
This publication has 20 references indexed in Scilit:
- Numerical Study and Design Method of a Single-Layer Spherical Reticulated Dome with Hollow Ball-Tube Bolted JointsJournal of the International Association for Shell and Spatial Structures, 2017
- Experimental and numerical research on a new semi-rigid joint for single-layer reticulated structuresEngineering Structures, 2016
- Parametric study and analytical characterization of the bolt–column (BC) joint for single-layer reticulated structuresEngineering Structures, 2016
- Experimental and numerical studies on a single-layer cylindrical reticulated shell with semi-rigid jointsThin-Walled Structures, 2015
- Numerical analyses of semi-rigid joints subjected to bending with and without axial forceJournal of Constructional Steel Research, 2013
- Stability analysis of single-layer elliptical paraboloid latticed shells with semi-rigid jointsThin-Walled Structures, 2013
- Experimental study of semi-rigid joint systems subjected to bending with and without axial forceJournal of Constructional Steel Research, 2012
- Direct evaluation of the buckling loads of semi-rigidly jointed single-layer latticed domes under symmetric loadingEngineering Structures, 2007
- Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfectionsJournal of Constructional Steel Research, 1998
- 43. Experiment and numerical analysis of the buckling of a single-layer latticed dome1993