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Mathematical and Computational Applications is published by MDPI from Volume 21 Issue 1 (2016). Previous articles were published by another publisher in Open Access under a CC-BY (or CC-BY-NC-ND) licence, and they are hosted by MDPI on mdpi.com as a courtesy and upon agreement with Association for Scientific Research (ASR).
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Article

An Investigation for Semi-Rigid Frames by Different Connection Models

by
Ali Uğur Öztürk
* and
Mutlu Seçer
Department of Civil Engineering, Dokuz Eylul University, Izmir, Turkey
*
Author to whom correspondence should be addressed.
Math. Comput. Appl. 2005, 10(1), 35-44; https://doi.org/10.3390/mca10010035
Published: 1 April 2005
Versions Notes

Abstract

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

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MDPI and ACS Style

Öztürk, A.U.; Seçer, M. An Investigation for Semi-Rigid Frames by Different Connection Models. Math. Comput. Appl. 2005, 10, 35-44. https://doi.org/10.3390/mca10010035

AMA Style

Öztürk AU, Seçer M. An Investigation for Semi-Rigid Frames by Different Connection Models. Mathematical and Computational Applications. 2005; 10(1):35-44. https://doi.org/10.3390/mca10010035

Chicago/Turabian Style

Öztürk, Ali Uğur, and Mutlu Seçer. 2005. "An Investigation for Semi-Rigid Frames by Different Connection Models" Mathematical and Computational Applications 10, no. 1: 35-44. https://doi.org/10.3390/mca10010035

APA Style

Öztürk, A. U., & Seçer, M. (2005). An Investigation for Semi-Rigid Frames by Different Connection Models. Mathematical and Computational Applications, 10(1), 35-44. https://doi.org/10.3390/mca10010035

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