An Investigation for Semi-Rigid Frames by Different Connection Models
Department of Civil Engineering, Dokuz Eylul University, Izmir, Turkey
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Math. Comput. Appl. 2005, 10(1), 35-44; https://doi.org/10.3390/mca10010035
Published: 1 April 2005
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
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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 StyleÖztürk, 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
