Seismic rehabilitation of pre-Northridge steel moment connections: A case study

Author:

Chi Brandon,Uang Chia-Ming,Chen Albert

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Seismic provisions;AISC,2002

2. Chi B., Uang C.-M.. Seismic retrofit study on steel moment connections for the Los Angeles department of public works headquarters building. Report no. TR-2000/14. San Diego (La Jolla, CA): University of California; 2000

3. Christensen C., Schwein R.L.. Welding testing of connections G4-3rd and F4-5th for the Los Angeles county DPW administration building. Final report to Black and Veatch. Lafayette (CA): Schwein/Christensen Laboratories, Inc.; 1997

4. Civjan S., Engelhardt M., Gross J.. Experimental program and proposed design method for the retrofit of steel moment connections. In: Proceedings, 12th world conference of earthquake engineering. Paper No. 0257. 2000

5. Clark P., Frank K., Krawinkler H., Shaw R.. Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens. Report no. SAC/BD-97/02, Sacramento (CA): SAC Joint Venture; 1997

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