Passive structural control with sequential coupling

Journal of Structural Engineering

Volumn 122, Issue 9, 1996, Pages 1072-1080

  Weidlinger, Paul ^a,b  

^a ASCE ^*

^b WEIDLINGER ASSOCIATES INC   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONTROL SYSTEMS; DEFORMATION; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; MECHANICAL PROPERTIES; PERFORMANCE; STEEL STRUCTURES; STRUCTURAL MEMBERS; YIELD STRESS;

OSCILLATORY DEFORMATION RESPONSE; PASSIVE STRUCTURAL CONTROL; SEISMIC EXCITATION; SEQUENTIAL COUPLING; SINGLE DEGREE OF FREEDOM MODEL; STRUCTURAL CONNECTION; YIELD RESISTANCE; ZERO RESISTANCE SLIP;

STRUCTURAL DESIGN;

EID: 0030243036     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:9(1072)     Document Type: Article

References (6)

1. Boekelman, J. R., and Randall, B. E. (1992). "Eccentric braced frames head east." Modern Steel Constr., July.
2. Grigorian, C. E., Van, T-S., and Popov, E. P. (1992). "Slotted bolted connection energy dissipators." Rep. No. UCB/EERC-92/IO, Earthquake Engineering Research Center, Oakland, Calif.
3. Housner, G. W., and Masri, S. F. (1990). Proc., U.S. Nat. Workshop on Struct. Control Res.
4. Leon, R. T., Galambos, T. V., Forcier, G., and Shin, J. K. (1992). "Seismic performance of composite semi-rigid connections." NCEER Bull., 6(1), State Univ. of New York at Buffalo.
5. Mast, R. F. (1992). "A precast concrete frame system for seismic zone four." PCI J., 37(1).
6. Weidlinger, P., and Ettouney, M. (1993). "Sequential coupling: new structural connection for seismic control." J. Struct. Engrg., ASCE, 119(1) 181-201.