Seismic Performance of Fixed‐Base and Base‐Isolated Steel Frames

Author:

Lin A. N.,Shenton H. W.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference18 articles.

1. Anderson T. L. (1989). “Seismic Isolation for the Los Angeles County Fire Department.” Seismic engineering: Research and practice C. A. Kircher and A. K. Chopra eds. ASCE New York N.Y. 615–624.

2. Guide specifications for seismic isolation design . (1991). American Association of State Highway and Transp. Officials (AASHTO) Washington D.C.

3. Jain A. K. and Goel S. C. (1978). “Hysteresis models for steel members subjected to cyclic buckling or cyclic end moments and buckling.” Report No. UMEE 78R6 Univ. of Michigan Ann Arbor Mich.

4. Kanaan A. E. and Powell G. G. (1973). “DRAIN‐2D User Guide.” EERC Report 73‐6 73–22 Univ. of California Berkeley Calif.

5. Kelly T. E. Mayes R. L. and Weissberg S. (1989). “Earthquake damage estimates of conventional and isolated structures.” Seismic engineering: Research and practice C. A. Kircher and A. K. Chopra eds. ASCE New York N.Y. 119–128.

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