Detection of Earthquake-Induced Damage in a Framed Structure Using a Finite Element Model Updating Procedure
Damage of a 5-story framed structure was identified from two types of measured data, which are frequency response functions (FRF) and natural frequencies, using a finite element (FE) model updating procedure. In this study, a procedure to determine the appropriate weightings for different groups of...
Saved in:
Main Authors: | Eunjong Yu, Seung-Nam Kim, Taewon Park, Sang-Hyun Lee |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2014-01-01
|
Series: | The Scientific World Journal |
Online Access: | http://dx.doi.org/10.1155/2014/410539 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Stochastic Finite Element Simulation of Uncertain Structures Subjected to Earthquake
by: Subrata Chakraborty, et al.
Published: (2000-01-01) -
Modelling Upholstered Furniture Frames Using the Finite Element Method
by: Łukasz Matwiej, et al.
Published: (2025-01-01) -
Three Case Studies in Finite Element Model Updating
by: M. Imregun
Published: (1995-01-01) -
Finite Element Model Updating Using FRF Measurements
by: Farid Asma, et al.
Published: (2005-01-01) -
Damaged Flexibility Matrix Method for Damage Detection of Frame Buildings
by: Luis S. Vaca Oyola, et al.
Published: (2020-01-01)