Title
Nonlinear Static And Dynamic Analyses Of A Low-Rise Steel Building
Keywords
Buildings, low-rise; Nonlinear analysis; Rehabilitation; Seismic design; Steel frames
Abstract
Nonlinear static and nonlinear dynamic procedures in the Guidelines for the Seismic Rehabilitation of Buildings (FEMA-273 1997) are used to analyze an existing fourstory steel moment frame building previously damaged in the Northridge earthquake. Results from both types of analyses are compared with the objective of exercising and evaluating the FEMA-273 (1997) procedures for low-rise steel moment frames. Copyright 2004 ASCE.
Publication Date
12-1-2004
Publication Title
Structures Congress 2000: Advanced Technology in Structural Engineering
Volume
103
Number of Pages
-
Document Type
Article; Proceedings Paper
Personal Identifier
scopus
DOI Link
https://doi.org/10.1061/40492(2000)34
Copyright Status
Unknown
Socpus ID
74949099845 (Scopus)
Source API URL
https://api.elsevier.com/content/abstract/scopus_id/74949099845
STARS Citation
El-Tawil, Sherif and Vázquez, Aixa, "Nonlinear Static And Dynamic Analyses Of A Low-Rise Steel Building" (2004). Scopus Export 2000s. 4798.
https://stars.library.ucf.edu/scopus2000/4798