Gross, J.
(1998),
Connection Model for the Seismic Analysis of Welded Steel Moment Frames., Engineering Structures, , -1, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=917039
(Accessed October 5, 2024)
Official websites use .gov
A .gov website belongs to an official government organization in the United States.
Secure .gov websites use HTTPS
A lock (
) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.
Connection Model for the Seismic Analysis of Welded Steel Moment Frames.
Published
Author(s)
Abstract
An analytical approach is described for performing seismic evaluation of welded steel moment frame buildings constructed prior to the 1994 Northridge earthquake. The approach is based on an analytical model that captures the possibility of connection fracture and the subsequent loss of strength and stiffness. This connection model was developed and calibrated on the basis of laboratory experiments. It was employed in the seismic analysis of a 13-story building which experienced fractured connections in the Northridge earthquake and for which there are seismograph records and a damage survey. Results from several analyses indicate that the inelastic and fracture models are capable of predicting the behavior of steel moment frame buildings and of estimating the level of damage.Citation
Engineering Structures
Publisher Info
, -1
Pub Type
Book Chapters
Download Paper
Keywords
brittle fracture, inelastic analysis, seismic performance, steel structures, welded connections
Citation
Issues
If you have any questions about this publication or are having problems accessing it, please contact reflib@nist.gov.
Created May 1, 1998, Updated February 17, 2017