A platform for research: civil engineering, architecture and urbanism
Consider now the situation of reinforced concrete, or reinforced masonry shear walls supporting a plywood diaphragm. Relatively speaking, one system (the wall) is much, much stiffer than the other system (the roof diaphragm). In this situation, we look at the structural system as a beam (the roof diaphragm) being flexed between immovable (rigid) wall supports. This structural system is classified as a flexible diaphragm. In reality, nothing is really perfectly rigid, but engineers assume one of the following two situations to be true. Either:
Consider now the situation of reinforced concrete, or reinforced masonry shear walls supporting a plywood diaphragm. Relatively speaking, one system (the wall) is much, much stiffer than the other system (the roof diaphragm). In this situation, we look at the structural system as a beam (the roof diaphragm) being flexed between immovable (rigid) wall supports. This structural system is classified as a flexible diaphragm. In reality, nothing is really perfectly rigid, but engineers assume one of the following two situations to be true. Either:
Flexible Diaphragms
Saliklis, Edmond (author)
Structures: A Studio Approach ; Chapter: 7 ; 159-185
2020-03-03
27 pages
Article/Chapter (Book)
Electronic Resource
English
Seismic Behavior of Structures with Flexible Diaphragms
Online Contents | 1996
|Seismic Assessment Procedures for Flexible Timber Diaphragms
Springer Verlag | 2016
|Collective Chord Behavior in Large Flexible Diaphragms
ASCE | 2013
|Collective Chord Behavior in Large Flexible Diaphragms
British Library Conference Proceedings | 2013
|Seismic Behavior of Structures with Flexible Diaphragms
British Library Online Contents | 1996
|