Linear procedures for structures with velocity-dependent dampers

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 8, 2000, Pages 887-895

  Sadek, Fahim ^a,b   Mohraz, Bijan ^c   Riley, Michael A ^b  

^a SOUTHERN METHODIST UNIVERSITY   (United States)

^b NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY   (United States)

^c Southern Methodist University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CODES (STANDARDS); DAMPING; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE RESISTANCE; EARTHQUAKES; ENERGY DISSIPATION; HARMONIC ANALYSIS; SHEAR STRESS; STRUCTURES (BUILT OBJECTS); VELOCITY;

EARTHQUAKE INDUCED ENERGY; PASSIVE ENERGY DISSIPATION DEVICES; SINGLE DEGREE OF FREEDOM STRUCTURES; VISCOUS DAMPING;

STRUCTURAL ANALYSIS;

EID: 0034245760     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:8(887)     Document Type: Article

References (9)

1. Ashour, S. A., and Hanson, R. D. (1987). "Elastic seismic response of buildings with supplemental damping." Rep. UMCE 87-1, Dept. of Civ. Engrg., University of Michigan, Ann Arbor, Mich.
2. Building Seismic Safety Council (BSSC). (1997a). "NEHRP guidelines for the seismic rehabilitation of buildings." FEMA 273, Washington, D.C.
3. Building Seismic Safety Council (BSSC). (1997b). "NEHRP commentary on the guidelines for the seismic rehabilitation of buildings." FEMA 274, Washington, D.C.
4. Building Seismic Safety Council (BSSC). (1998). "NEHRP recommended provisions for seismic regulations for new buildings and other structures." FEMA 302, Washington, D.C.
5. Chopra, A. K. (1995). Dynamics of structures, Prentice-Hall, Englewood Cliffs, N.J.
6. International Conference of Building Officials. (1997). Uniform building code, Whittier, Calif.
7. Newmark, N. M., and Hall, W. J. (1982). "Earthquake spectra and design." Monograph Ser., Earthquake Engineering Research Institute, Oakland, Calif.
8. Sadek, F., Mohraz, B., and Riley, M. A. (1999). "Linear static and dynamic procedures for structures with velocity-dependent supplemental dampers." Tech. Rep. NISTIR 6329, National Institute of Standards and Technology, Gaithersburg, Md.
9. Wu, J., and Hanson, R. D. (1989). "Study of inelastic spectra with high damping." J. Struct. Engrg., ASCE, 115(6), 1412-1431.