Seismic response of an instrumented 13-story steel frame building damaged in the 1994 Northridge earthquake

CM Uang, QS Yu, A Sadre, D Bonowitz… - Earthquake …, 1997 - journals.sagepub.com
This paper summarizes a case study of a 13-story welded steel moment frame (WSMF)
building affected by the 1994 Northridge earthquake. The building, which was instrumented …

Seismic Response of an Instrumented 13-Story Steel Frame Building Damaged in the 1994 Northridge Earthquake

CM Uang, QS Yu, A Sadre, D Bonowitz… - Earthquake …, 1997 - pubs.geoscienceworld.org
This paper summarizes a case study of a 13-story welded steel moment frame (WSMF)
building affected by the 1994 Northridge earthquake. The building, which was instrumented …

Seismic Response of an Instrumented 13-Story Steel Frame Building Damaged in the 1994 Northridge Earthquake

CM Uang, QS Yu, A Sadre, D Bonowitz… - Earthquake …, 1997 - ui.adsabs.harvard.edu
This paper summarizes a case study of a 13-story welded steel moment frame (WSMF)
building affected by the 1994 Northridge earthquake. The building, which was instrumented …

[引用][C] Seismic response of an instrumented 13-story steel frame building damaged in the 1994 Northridge earthquake

CM UANG, QS YU, A SADRE, D BONOWITZ… - Earthquake …, 1997 - pascal-francis.inist.fr
Seismic response of an instrumented 13-story steel frame building damaged in the 1994
Northridge earthquake CNRS Inist Pascal-Francis CNRS Pascal and Francis Bibliographic …

Seismic Response of an Instrumented 13-Story Steel Frame Building Damaged in the 1994 Northridge Earthquake

CM Uang, QS Yu, A Sadre, D Bonowitz… - Earthquake …, 1997 - pubs.geoscienceworld.org
This paper summarizes a case study of a 13-story welded steel moment frame (WSMF)
building affected by the 1994 Northridge earthquake. The building, which was instrumented …

[引用][C] Seismic response of an instrumented 13-story steel frame building damaged in the 1994 Northridge earthquake

CM UANG, QS YU, A SADRE… - Earthquake …, 1997 - Earthquake Engineering Research …