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contributor authorJosé L. Fernández-Cabo
contributor authorJorge Fernández-Lavandera
contributor authorJosé M. Ávila-Jalvo
date accessioned2017-05-08T21:00:30Z
date available2017-05-08T21:00:30Z
date copyrightMarch 2008
date issued2008
identifier other%28asce%290733-9445%282008%29134%3A3%28440%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35201
description abstractMany studies have approached the problem of mixed beams with a slip at the connection. An analysis of the problem has been carried out globally and Eurocode-5 solves the problem for the use of simple supported beams or similar structures in a precise way and with a simple formulation. Other methods to solve the structural analysis of this issue include matrix as well as several finite-element procedures. Nevertheless, the design process for selecting the connection is now iterative and the variables of the problem can be presented in a more condensed and useful way. The problems of strength and stiffness in this research have been separated. Variables in a powerful nondimensional way and their exact relationships in simple supported beams are presented here. These variables show the nature of the problem in a clear way, and provide a rational basis for selecting the connection.
publisherAmerican Society of Civil Engineers
titleWood-Concrete and Wood-Wood Mixed Beams: Rational Basis for Selecting Connections1
typeJournal Paper
journal volume134
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2008)134:3(440)
treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
contenttypeFulltext


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