Balancing lateral loads using tendon-based supplemental damping system

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 8, 2000, Pages 896-905

  Pekcan, Gokhan ^a   Mander, John B ^b   Chen, Stuart S ^b  

^a the State University of New York   (United States)

^b UNIVERSITY AT BUFFALO   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; DAMPING; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE RESISTANCE; PRESTRESSING; RETROFITTING; STEEL STRUCTURES; STRUCTURAL ANALYSIS; STRUCTURAL MEMBERS;

LATERAL LOADS; OVERTURNING MOMENT; PRESTRESSED TENDON FUSE;

STRUCTURAL LOADS;

EID: 0034247918     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:8(896)     Document Type: Article

References (13)

1. Chopra, A. K. (1995). Dynamics of structures: Theory and applications to earthquake engineering, Prentice-Hall, Englewood Cliffs, N.J.
2. Federal Emergency Management Agency (FEMA). (1997). "NEHRP guidelines for the seismic rehabilitation of buildings." FEMA 273 (Guidelines) and 274 (Commentary), Washington, D.C.
3. 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.
4. Kunnath, S. K., Reinhorn, A. M., and Lobo, R. F. (1992). "IDARC version 3.0: A program for the inelastic damage analysis of reinforced concrete structures." Tech. Rep. NCEER-92-0022, National Center for Earthquake Engineering Research, Buffalo.
5. Naeim, F., Skliros, K., Reinhorn, A. M., and Sivaselvan, M. V. (1998). "Effects of hysteretic deterioration characteristics on seismic response of moment resisting structures." Rep. on Task 5.4.4 of System Performance Investigation of SAC Joint Venture, JAMA Rep. 98/8428.58, John A. Martin & Associates, Inc., Los Angeles.
6. Pekcan, G. (1998). "Design of seismic energy dissipation systems for reinforced concrete and steel structures." PhD dissertation, State University of New York at Buffalo, Buffalo.
7. 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.
8. Pekcan, G., Mander, J. B., and Chen, S. S. (1999a). "Fundamental considerations for the design of nonlinear viscous dampers." Earthquake Engrg. and Struct. Dyn., 28(11), 1405-1425.
9. Pekcan, G., Mander, J. B., and Chen, S. S. (1999b). "Design and retrofit methodology for building structures with supplemental energy dissipating systems." Tech. Rep. MCEER-99-0021, Multidisciplinary Center for Earthquake Engineering Research, Buffalo.
10. Pekcan, G., Mander, J. B., and Chen, S. S. (2000). "Experiments on steel MRF building with supplemental tendon system."J. Struct. Engrg., ASCE, 126(4), 437-444.
11. Prakash, V., Powell, G. H., and Filippou, F. C. (1992). "Drain-2DX: Base program user guide." Rep. No. UCB/SEMM-92/99, University of California, Berkeley, Berkeley, Calif.
12. Richter, P. J., Nims, D. K., Kelly, J. M., and Kallenbach, R. M. (1990). "The EDR-Energy dissipating restraint: A new device for mitigation of seismic effects." Proc., 1990 SEAOC Convention.
13. Tsopelas, P., and Constantinou, M. C. (1994). "NCEER-Taisei Corporation Research Program on sliding seismic isolation systems for bridges: Experimental and analytical study of a system consisting of sliding bearings and fluid restoring force/damping devices." Tech. Rep. NCEER-94-0014, National Center for Earthquake Engineering Research, Buffalo.