ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Buckling Design of Vierendeel Reticular Shells

by Francisco Casta?o, Unistrut Space Frame Systems, United States,



Document Type: Proceeding Paper

Part of: Building Code Requirements for Masonry Structures (ACI 530-88/ASCE 5-88) and Specifications for Masonry Structures (ACI 530.1-88/ASCE 6-88) (ACI 530.1-88/ASCE 6-88)

Abstract:

Double layer reticular shell structures carry very little transverse shear, thus, it may be appropriate to substitute the inter-layer diagonal members with 'space' members perpendicular to the middle surface. In this paper the shear stiffness of double layer grids without diagonals is presented and used to calculate the design buckling load for domes built with this geometry.

Subject Headings: Shell structures | Space frames | Steel structures | Steel frames | Domes (structure) | Buckling | Transverse shear

Services: Buy this book/Buy this article

 

Return to search