Design of Tension-Only Concentrically Braced Steel Frames for seismic induced impact loading

Author:

Filiatrault André,Tremblay Robert

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference14 articles.

1. FEMA, NEHRP recommended provisions for seismic regulations for new buildings Part 1—provisions. Federal Emergency Management Agency, FEMA 222A. Washington, DC: Building Seismic Safety Council, 1994.

2. SEAOC, Recommended lateral force requirements and commentary. Seismology Committee. Sacramento, CA: Structural Engineers Association of California, 1990.

3. AISC, Seismic provisions for structural steel buildings. American Institute of Steel Construction, 1992.

4. CSA, Limit state design of steel structures. National Standard of Canada, CAN/CSA-S16.1-94. Rexdale, Ontario: Canadian Standards Association, 1994.

5. Wakabayashi, M., Nakamura, T., Iwai, S., and Hayashi, Y. Effects of strain rate on the behavior of structural members. In: 8th World Conference on Earthquake Engineering, vol. 4. San Francisco, 1994, 491–498.

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