Muljati, Lumantarna, Hadiwijaya and Wibowo (2007) Performance of Modal Pushover Analysis on a First Mode Dominant Moment Resisting Frame

getCITED

Home Search Add Content Reports Help

Edit Publication | Edit Contributors | Delete Publication | Edit References | Edit Citations

Add to Bookstack | Show Bookstack | Change Bookstack

Performance of Modal Pushover Analysis on a First Mode Dominant Moment Resisting Frame

Post a Comment

CONTRIBUTORS:

	Author:	Muljati, Ima
	Author:	Lumantarna, Benjamin
	Author:	Hadiwijaya, Irma J.
	Author:	Wibowo, Hartanto (University of Nevada, Reno)

PROCEEDINGS TITLE:

The 1st International Conference of European Asian Civil Engineering Forum

YEAR:

2007

PUB TYPE:

Conference Paper in Proceedings

PAGES:

C-235 - C-241

SUBJECT(S):

Reinforced Concrete Construction, Building - Earthquake Effects, Seismic Analysis

DISCIPLINE:

Engineering and Applied Sciences

HTTP:

http://grad.cee.carleton.ca/~hwibowo/Files/EACEF-128.pdf

LANGUAGE:

English

PUB ID:

103-445-008 (Last edited on 2009/06/20 21:01:14 GMT-6)

SPONSOR(S):

ABSTRACT:
Modal Pushover Analysis (MPA) has been recommended by ATC-55 as a tool to estimate seismic demand of structures. It demonstrates significant improvement over the pushover
analysis procedure currently used in structural engineering practices due to its ability to predict the higher mode effect. Several studies on medium rise concrete- and steel- buildings designed according to the Indonesian code show tendencies that some structures can not maintain first mode
shape due to yielding, and pushover fails to detect some nonlinearity in some structural elements. This study evaluates the applicability and the effectiveness of MPA in predicting structural response of a first mode dominant structure, designed as fully ductile moment resisting frame
based on the Indonesian concrete building code. The performance of MPA is compared to the Capacity Spectrum Method and rigorous Nonlinear Time History Analysis (NLTHA). It is shown that MPA can predict well the peak displacement of the structure in the inelastic range, although is not appropriate in calculating total base shear and overturning moment.

STATISTICS

Click on # to view
Citations		0
References		0
Comments		0
Quality		0/0.00
Interest		0/0.00
View(er)s		2/204

Quality
	N/A
High
	7
	6
	5
	4
	3
	2
	1
Low

Interest
	N/A
High
	7
	6
	5
	4
	3
	2
	1
Low

Prev | Next