An Investigation for Semi-Rigid Frames by Different Connection Models

Ali Uğur Öztürk; Mutlu Seçer

doi:10.3390/mca10010035

You are currently viewing a new version of our website. To view the old version click .

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).

Article

1 April 2005

An Investigation for Semi-Rigid Frames by Different Connection Models

and

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

Version Notes

Order Reprints

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

Article Metrics

Citations

Article Access Statistics

Journal Statistics

Multiple requests from the same IP address are counted as one view.

Special Two Parameter Motion

A Geometrical Optimization Problem Associated with Fruits of Poppy Flower