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Math. Comput. Appl. 2005, 10(1), 35-44; doi:10.3390/mca10010035

An Investigation for Semi-Rigid Frames by Different Connection Models

Department of Civil Engineering, Dokuz Eylul University, Izmir, Turkey
Author to whom correspondence should be addressed.
Published: 1 April 2005
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A review is made of the development of models used to examine the dynamic response of semi-rigid frames. The connection flexibility is modeled by linear elastic rotational springs. The reducing coefficients and the lateral rigidity values are determined by using a computer program. Response characteristics of frames are compared with reference to their modal attributes.
Keywords: Semi-rigid; Reducing Coefficient; Lateral Rigidity Semi-rigid; Reducing Coefficient; Lateral Rigidity
This is an open access article distributed under the Creative Commons Attribution License (CC BY 3.0).

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Öztürk, A.U.; Seçer, M. An Investigation for Semi-Rigid Frames by Different Connection Models. Math. Comput. Appl. 2005, 10, 35-44.

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Math. Comput. Appl. EISSN 2297-8747 Published by MDPI AG, Basel, Switzerland RSS E-Mail Table of Contents Alert
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