The Earthquake Engineering Online Archive  NISEE e-Library

Identifier: Text-324627
Title: Repair/upgrade procedures for welded beam to column connections
Creator(s): Anderson, James C.; Duan, Xiaojing

Identifier: Text-LIB050023
Title: Seismic performance of an instrumented tilt-up wall building
Creator(s): Anderson, James C.; Bertero, Vitelmo V.; Kargahi, Mohsen; Al-Satari, Mohamed

Identifier: Text-S19992
Title: Earthquake loading and response, emphasizing ground motion effects
Creator(s): Anderson, James C.; Hart, Gary C.

Identifier: Text-S32066
Title: CUREe-Kajima project topic 5 : Design guidelines for ductility and drift limits : summary report
Creator(s): Hart, Gary C.; Anderson, James C.; Bertero, Vitelmo V.; Krawinkler, Helmut; Moehle, Jack P.

Identifier: Text-S33704
Title: Technical report : Case studies of steel moment frame building performance in the Northridge earthquake of January 17, 1994
Creator(s): Green, Melvyn; Hajjar, Jerome F.; Anderson, James C.

Identifier: Text-S39432
Title: Performance improvement of long period building structures subjected to severe pulse-type ground motions
Creator(s): Anderson, James C.; Bertero, Vitelmo V.; Bertero, Raul D.

Identifier: Image-201405061
Title: Cutting a damaged steel moment frame for transport to engineering testing laboratory
Creator(s): Anderson, James C.

Identifier: Image-2014050610
Title: Full scale steel beam column welded and bolted connection fitted into testing frame at USC facility
Creator(s): Anderson, James C.

Identifier: Image-201405062
Title: The damaged two-story AAA building after earthquake
Creator(s): Anderson, James C.

Identifier: Image-201405063
Title: The full scale steel moment frame removed from the damaged, two-story, AAA building after earthquake
Creator(s): Anderson, James C.

Identifier: Image-201405065
Title: Drawings of lateral force resisting system from the damaged, two-story building
Creator(s): Anderson, James C.

Identifier: Image-201405066
Title: Close-up view of the propagating crack in the steel beam and column connection
Creator(s): Anderson, James C.

Identifier: Image-201405067
Title: Close up view of the crack in the steel beam and column connection
Creator(s): Anderson, James C.

Identifier: Image-201405068
Title: Full scale steel beam column connections arriving at USC testing facility
Creator(s): Anderson, James C.

Identifier: Image-201405069
Title: Full scale steel beam column connections fitted into testing frame at USC testing facility
Creator(s): Anderson, James C.

Identifier: Image-201405082
Title: Deformation and failure of shear tab and bolts
Creator(s): Anderson, James C.

Identifier: Image-201405083
Title: Cyclic loading and hysteretic response of steel connection (Specimen 2- AAA building)
Creator(s): Anderson, James C.

Identifier: Image-201405084
Title: Cracked column flange and panel zone in steel connection
Creator(s): Anderson, James C.

Identifier: Image-201405086
Title: Cyclic loading and hysteretic response of steel connection (Specimen 4- AAA building)
Creator(s): Anderson, James C.

Identifier: Image-201405087
Title: Cracked steel connection found in two story building in Santa Clarita, California following Northridge earthquake
Creator(s): Anderson, James C.

Identifier: Image-201405088
Title: Deformed bolted steel shear tab during laboratory testing
Creator(s): Anderson, James C.

Identifier: Image-201405092
Title: Preparing repair of damaged steel beam column moment frame
Creator(s): Anderson, James C.

Identifier: Image-201405093
Title: Repairing cracked steel moment frame in laboratory for re-testing
Creator(s): Anderson, James C.

Identifier: Image-201405094
Title: After testing, the steel beam column connection was repaired for re-tetsting
Creator(s): Anderson, James C.