Requirements for intermediate ring stiffeners placed below the ideal location on discretely supported shells-Reference-Cited by-同舟云学术

Requirements for intermediate ring stiffeners placed below the ideal location on discretely supported shells

Published:2017-06 Issue: Volume:115 Page:21-33
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zeybek Özer,Topkaya Cem,Rotter J. Michael

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Guide for the Economic Design of Circular Metal Silos;Rotter,2001

2. EN 1993-4−1, Eurocode 3: Design of Steel Structures, Part 4.1: Silos, Eurocode 3 Part 4.1, CEN, Brussels, 2007.

3. R.S. Wozniak, Steel Tanks, Structural Engineering Handbook, 2nd ed., Section 23, Eds. E.H. and C.N. Gaylord, McGraw-Hill, New York, 1979.

4. Structural Design of Steel Bins for Bulk Solids;Trahair,1983

5. Design of Steel Bins for Storage of Bulk Solids;Gaylord,1984

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Axial buckling of imperfect cylindrical steel silos with isotropic walls under stored solids loads: FE analyses versus Eurocode provisions;Engineering Failure Analysis;2022-07

2. Necessary Height of the Vertical Stiffeners in Steel Silos on Discrete Supports with Accounting of Imperfections;Journal of the International Association for Shell and Spatial Structures;2020-09-01

3. Buckling of cylindrical shell panels in ANSYS;MECHANICS, RESOURCE AND DIAGNOSTICS OF MATERIALS AND STRUCTURES (MRDMS-2020): Proceeding of the 14th International Conference on Mechanics, Resource and Diagnostics of Materials and Structures;2020

4. The uplift effect of bottom plate of aboveground storage tanks subjected to wind loading;Thin-Walled Structures;2019-11