When should shear-flexible stability functions be used in elastic structural analysis?
UNSPECIFIED. (2002) When should shear-flexible stability functions be used in elastic structural analysis? PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 152 (1). pp. 31-40. ISSN 0965-0911Full text not available from this repository.
Linear, non-linear and stability analyses of elastic structures with shear-flexible beam-columns require knowledge of shear-flexible stability functions. Carry-over and stiffness functions are to be found in the literature. New functions are derived so that compatibility of slope is ensured at the joints. Previous work has not focused on the practical issue of when these displacement functions should be used. Here it is shown that shear-flexibility should be included in linear matrix structural analysis format when the shear-flexibility parameter of members is >0-025.
|Item Type:||Journal Article|
|Subjects:||T Technology > TH Building construction
T Technology > TA Engineering (General). Civil engineering (General)
|Journal or Publication Title:||PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS|
|Publisher:||THOMAS TELFORD SERVICES LTD|
|Official Date:||February 2002|
|Number of Pages:||10|
|Page Range:||pp. 31-40|
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