Dynamic response prediction of steel frame structure considering semi rigid connection

The actual behavior of beam to column connections in steel frames is seldom fully rigid or fully pinned. The actual behavior of the connections is usually semi-rigid. Neglecting the real behavior of the connection in the analysis may lead to unrealistic predictions of the response and reliability of...

Full description

Saved in:

Bibliographic Details
Main Author:	Sondossi, Soroush
Format:	Thesis
Published:	2013
Subjects:	TH Building construction
Tags:	Add Tag No Tags, Be the first to tag this record!

id	my-utm-ep.41822
record_format	uketd_dc
spelling	my-utm-ep.418222020-07-06T07:26:38Z Dynamic response prediction of steel frame structure considering semi rigid connection 2013 Sondossi, Soroush TH Building construction The actual behavior of beam to column connections in steel frames is seldom fully rigid or fully pinned. The actual behavior of the connections is usually semi-rigid. Neglecting the real behavior of the connection in the analysis may lead to unrealistic predictions of the response and reliability of steel frames. Furthermore, the static analysis is normally used in steel frame structure. One of the important issues in the study of steel frames is to find a suitable formulation for semi-rigid connections. The main objective of this investigation was to propose a modeling strategy to represent the dynamical behavior of semi-rigid joints under dynamic actions. This paper presents a semi rigid steel frame linear dynamic analysis by stiffness matrix method and Comparing the modeling results of steel frame with SAP 2000 software. Generally, three types of connection considered with two different densities of frame material and use MATLAB for all calculation. In conclusion, the importance’s of modeling is to determine structural response when coefficient reduced and consequently is effect on lateral rigidity of structure and dynamic characteristics such as vibration periods and frequencies. It is found that, as the spring coefficients factor get bigger amount the behavior of the connection become closer to rigid connection. In dynamic analysis, for each spring coefficient, vibration frequencies of the first mode lower than other mode and exactly in the first mode on excitation frequency, failure is occur in structure. SAP 2000 shows the verification process, in order to determine whether the result obtained from numerical modeling is accurate and reliable 2013 Thesis http://eprints.utm.my/id/eprint/41822/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:78884?queryType=vitalDismax&query=Dynamic+response+prediction+of+steel+frame+structure&public=true masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
topic	TH Building construction
spellingShingle	TH Building construction Sondossi, Soroush Dynamic response prediction of steel frame structure considering semi rigid connection
description	The actual behavior of beam to column connections in steel frames is seldom fully rigid or fully pinned. The actual behavior of the connections is usually semi-rigid. Neglecting the real behavior of the connection in the analysis may lead to unrealistic predictions of the response and reliability of steel frames. Furthermore, the static analysis is normally used in steel frame structure. One of the important issues in the study of steel frames is to find a suitable formulation for semi-rigid connections. The main objective of this investigation was to propose a modeling strategy to represent the dynamical behavior of semi-rigid joints under dynamic actions. This paper presents a semi rigid steel frame linear dynamic analysis by stiffness matrix method and Comparing the modeling results of steel frame with SAP 2000 software. Generally, three types of connection considered with two different densities of frame material and use MATLAB for all calculation. In conclusion, the importance’s of modeling is to determine structural response when coefficient reduced and consequently is effect on lateral rigidity of structure and dynamic characteristics such as vibration periods and frequencies. It is found that, as the spring coefficients factor get bigger amount the behavior of the connection become closer to rigid connection. In dynamic analysis, for each spring coefficient, vibration frequencies of the first mode lower than other mode and exactly in the first mode on excitation frequency, failure is occur in structure. SAP 2000 shows the verification process, in order to determine whether the result obtained from numerical modeling is accurate and reliable
format	Thesis
qualification_level	Master's degree
author	Sondossi, Soroush
author_facet	Sondossi, Soroush
author_sort	Sondossi, Soroush
title	Dynamic response prediction of steel frame structure considering semi rigid connection
title_short	Dynamic response prediction of steel frame structure considering semi rigid connection
title_full	Dynamic response prediction of steel frame structure considering semi rigid connection
title_fullStr	Dynamic response prediction of steel frame structure considering semi rigid connection
title_full_unstemmed	Dynamic response prediction of steel frame structure considering semi rigid connection
title_sort	dynamic response prediction of steel frame structure considering semi rigid connection
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2013
_version_	1747816625864704000

Dynamic response prediction of steel frame structure considering semi rigid connection

Similar Items