Sign in to use this feature.

Years

Between: -

Subjects

remove_circle_outline

Journals

Article Types

Countries / Regions

remove_circle_outline

Search Results (1)

Search Parameters:
Keywords = elastic characteristic
Page = 2

Order results
Result details
Results per page
Select all
Export citation of selected articles as:
8 pages, 151 KB  
Article
Dynamic Analysis of Semi-Rigid Frames
by Ali Ugur Ozturk and Hikmet H. Catal
Math. Comput. Appl. 2005, 10(1), 1-8; https://doi.org/10.3390/mca10010001 - 1 Apr 2005
Cited by 13 | Viewed by 2044
Abstract
The dynamic response of semi-rigid frames is studied by using a computer program. The connection flexibility is modeled by linear elastic rotational springs. Having the same geometry and cross-section; semi-rigid frames, with different spring coefficients, are examined. The reducing coefficients and lateral rigidity [...] Read more.
The dynamic response of semi-rigid frames is studied by using a computer program. The connection flexibility is modeled by linear elastic rotational springs. Having the same geometry and cross-section; semi-rigid frames, with different spring coefficients, are examined. The reducing coefficients and lateral rigidity values, representing the real behavior of frames, are determined for each frame. To represent the real behavior, all deformations of a frame are accounted for a dynamic analysis. Response characteristics of five different multistory frames are compared with reference to their modal attributes. The study indicates that connection flexibility tends to increase vibration periods, especially in lower modes, while it causes vibration frequencies decrease. Full article
Back to TopTop