Inelastic earthquake control of weld failure. Part II: Probability theory

Structural Design of Tall Buildings

Volumn 8, Issue 4, 1999, Pages 307-334

  Wong, Kevin K F ^a   Hart, Gary C ^b  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; CONTROL SYSTEM SYNTHESIS; EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; PROBABILITY DENSITY FUNCTION; RANDOM PROCESSES; RISK MANAGEMENT; STRUCTURAL ANALYSIS;

ACTIVE CONTROL;

WELDED STEEL STRUCTURES;

EID: 0033280186     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1794(199912)8:4<307::AID-TAL138>3.0.CO;2-V     Document Type: Article

References (7)

1. JN Yang, A Danielians, SC Liu. 1991. Aseismic hybrid control systems for building structures, Journal of Engineering Mechanics of the ASCE 117: 836-853.
2. KKF Wong, GC Hart. 2000. Inelastic earthquake control of weld failure - Part I Limit state approach. The Structural Design of Tall Buildings 8: 289-306.
3. MP Singh. 1980. Seismic response by SRSS for non-proportional damping. Journal of Engineering Mechanics of the ASCE 106: 1405-1419.
4. A Der Kiureghian. 1980. Structural response to stationary excitation. Journal of Engineering Mechanics of the ASCE 106: 1195-1213.
5. T Igusa. 1992. Nonstationary response of structures with closely spaced frequencies. Journal of Engineering Mechanics of the ASCE 118: 1387-1405.
6. JP Conte, BF Peng. 1997. Fully nonstationary analytical earthquake ground motion model. Journal of Engineering Mechanics of the ASCE 123: 15-24.
7. BF Peng, JP Conte. 1998. Closed-form solutions for the response of linear systems to fully nonstationary earthquake excitation. Journal of Engineering Mechanics of the ASCE 124: 684-694.