Vibration analysis of cracked frame structures

被引：16
|
作者：
Ibrahim, Ahmed M. [1 ]
Ozturk, Hasan [1 ]
Sabuncu, Mustafa [2 ]
机构：
[1] Dokuz Eylul Univ Buca, Dept Mech Engn, Izmir, Turkey
[2] Dokuz Eylul Univ, Grad Sch Nat & Appl Sci, Izmir, Turkey
来源：
STRUCTURAL ENGINEERING AND MECHANICS | 2013年 / 45卷 / 01期
关键词：
cracked frame; free vibration; multi-bay; multi-story; finite element method; CARRYING CONCENTRATED MASSES; FINITE-ELEMENT; NATURAL FREQUENCIES; INPLANE VIBRATIONS; BUCKLING ANALYSIS; PLANE FRAMES; STEEL FRAMES; BEAM; BEHAVIOR; IDENTIFICATION;
D O I：
10.12989/sem.2013.45.1.033
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this study, the effects of crack depth and crack location on the in-plane free vibration of cracked frame structures have been investigated numerically by using the Finite Element Method. For the rectangular cross-section beam, a crack element is developed by using the principles of fracture mechanics. The effects of crack depth and location on the natural frequency of multi-bay and multi-store frame structures are presented in 3D graphs. The comparison between the present work and the results obtained from ANSYS shows a very good agreement.
引用
收藏
页码：33 / 52
页数：20
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