Keandalan Analisa Pushover Untuk Meramal Prilaku Seismik Nonlinier Struktur Portal Terbuka Dengan Reentrant Corner

Keandalan Analisa Pushover Untuk Meramal Prilaku Seismik Nonlinier Struktur Portal Terbuka Dengan Reentrant Corner

This study is part of an ongoing study on the reliability of static pushover analysis at Petra Christian University. In this study two open frame buildings, five and ten story with re-entrant corner, are designed in accordance with the proposed Indonesian Earthquake Code (SNI 1726-1999, 3rd concept)...

Full description

Bibliographic Details
Main Authors: Iksan Gunawan, Eka Wijaya, Benjamin Lumantarna
Format: Article
Language:English
Published: Petra Christian University 2004-01-01
Series:Civil Engineering Dimension
Subjects:
capacity curve
pushover analysis
dynamic nonlinear time history analysis
seismic performance
open frame building with re-entrant corner.
Online Access:http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/15580

Internet

http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/15580

Similar Items