Experiments on Steel MRF Building with Supplemental Tendon System-Reference-Cited by-同舟云学术

Experiments on Steel MRF Building with Supplemental Tendon System

Published:2000-04 Issue:4 Volume:126 Page:437-444
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pekcan Gokhan¹²²,Mander John B.¹²²,Chen Stuart S.¹²²

Affiliation:

1. Postdoctoral Res. Assoc., Dept. of Civ., Struct., and Envir. Engrg., State Univ. of New York at Buffalo, Buffalo, NY 14260.

2. Assoc. Prof., Dept. of Civ., Struct., and Envir. Engrg., State Univ. of New York at Buffalo, Buffalo, NY.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282000%29126%3A4%28437%29

Reference12 articles.

1. Al-Hussaini T. M. Zayas V. A. and Constantinou M. C. (1994). “Seismic isolation of multi-story frame structures using spherical sliding isolation systems.” Tech. Rep. NCEER-94-0007 National Center for Earthquake Engineering Research Buffalo N.Y.

2. Hall J. F. Heaton H. T. Marvin W. H. and Wald D. J. (1995). “Near-source ground motion and its effects on flexible buildings.” Earthquake Spectra 11(4) 569–605.

3. Mokha A. S. Constantinou M. C. and Reinhorn A. M. (1990). “Experimental study and analytical prediction of earthquake response of sliding isolation system with a spherical surface.” Tech. Rep. NCEER-90-0020 National Center for Earthquake Engineering Research Buffalo N.Y.

4. Pekcan G. Mander J. B. and Chen S. S. (1995). “The seismic response of a 1:3 scale R.C. structure with elastomeric spring dampers.” Earthquake Spectra 11(2) 249–267.

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