SAC Steel Project: Phase 2: Seismic Design Criteria For Steel Moment Frame Construction: Connection Tests (NEES-2005-0101)

By Michael Engelhardt, Gary Fry, Chia-Ming Uang

Version 1.0

License

DOI

10.7277/VXQG-MJ03

Category

Uncategorized

Published on

Aug 04, 2017

Abstract

Title: SAC Steel Project: Phase 2: Seismic Design Criteria For Steel Moment Frame Construction: Connection Tests (NEES-2005-0101)

Year Of Curation: 2014

Description: This project contains data from the SAC-FEMA Joint-Venture Steel Project. The project focused on seismic design criteria for steel moment frame connections.

Award: FEMA

PIs & CoPIs: Michael Engelhardt, Gary Fry, Chia-Ming Uang

Dates: November 14, 1996 - January 11, 2000

Organizations: Arizona State University, AZ, United States,     Bucknell University, PA, United States,     Stanford University, CA, United States

Facilities: University of California, Berkeley, CA, United States,University of California, San Diego, CA, United States,University of Texas at Austin, TX, United States

Sponsor: FEMA

Keywords: SAC steel,Reduced beam section,Welded web,Cover plate,Steel moment connection,Bolted web,SAC

Publications: --

Cite this work

  • Michael Engelhardt, Gary Fry, Chia-Ming Uang (2017), "SAC Steel Project: Phase 2: Seismic Design Criteria For Steel Moment Frame Construction: Connection Tests (NEES-2005-0101)," https://datacenterhub.org/deedsdv/publications/view/288.

Keywords

SAC steel, Reduced beam section, Welded web, Cover plate, Steel moment connection, Bolted web, SAC