Inelastic earthquake control of weld failure. Part I: Limit state approach

Structural Design of Tall Buildings

Volumn 8, Issue 4, 1999, Pages 289-306

  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

COMPUTATIONAL METHODS; CONTROL SYSTEM SYNTHESIS; EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; LINEAR CONTROL SYSTEMS; OPTIMAL CONTROL SYSTEMS; RISK MANAGEMENT; STATE SPACE METHODS; STRUCTURAL ANALYSIS;

ACTIVE CONTROL; FORCE ANALOGY METHOD; LIMIT STATE METHOD;

WELDS;

EID: 0033280112     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1794(199912)8:4<289::AID-TAL137>3.0.CO;2-N     Document Type: Article

References (17)

1. AM Reinhorn, GD Manolis, CY Wen. 1987. Active control of inelastic structures. Journal of Engineering Mechanics of the ASCE 113: 315-333.
2. JN Yang, Z Li. 1991. Instantaneous optimal control of linear and non-linear structures - Stable controller. Technical Report NCEER-TR-91-0026, National Center for Earthquake Engineering Research.
3. JN Yang, Z Li, Danielians A, Liu SC. 1992. Aseismic hybrid control of non-linear and hysteretic systems I. Journal of Engineering Mechanics of the ASCE 118: 1423-1440.
4. JN Yang, Z Li, A Danielians, SC Liu. 1992. Aseismic hybrid control of non-linear and hysteretic systems II. Journal of Engineering Mechanics of the ASCE 118: 1441-1456.
5. JN Yang, Z Li, SC Liu. 1992. Control of hysteretic system using velocity and acceleration feedbacks. Journal of Engineering Mechanics of the ASCE 118: 2227-2245.
6. JP Pu, DS Hsu. 1988. Optimal control of tall buildings. Journal of Engineering Mechanics of the ASCE 114: 973-989.
7. HTY Yang, DG Liaw, DS Hsu, HC Fu. 1993. Simple model for optimal control of tall buildings. Journal of Structural Engineering of the ASCE 119: 902-919.
8. LL Chung, CC Lin, KH Lu. 1995. Time delay control of structures. Earthquake Engineering and Structural Dynamics 24: 687-701.
9. S Kannan, HM Uras, HM Aktan. 1995. Active control of building seismic responses by energy dissipation. Earthquake Engineering and Structural Dynamics 24: 747-759.
10. SAC Joint Venture. 1995. Interim guidelines: evaluation, repair, modification and design of steel moment frames. Report No. SAC-95-02.
11. KKF Wong, GC Hart. in press. Inelastic earthquake control of weld failure - Part II: Probability theory. The Structural Design of Tall Buildings 8: 307-334.
12. J Roorda. 1975. Tendon control in tall structures. Journal of the Structural Division of the ASCE 101: 505-521.
13. L Zhang, CY Yang, MJ Chajes, AHD Cheng. 1993. Stability of active tendon structural control with time delay. Journal of Engineering Mechanics of the ASCE 119: 1017-1024.
14. CC Chang, HTY Yang. 1995. Control of building using active tuned mass dampers. Journal of Engineering Mechanics of the ASCE 121: 355-366.
15. JCH Chang, TT Soong. 1980. Structural control using active tuned mass damper. Journal of Engineering Mechanics of the ASCE 106: 1091-1098.
16. KKF Wong, GC Hart. 1997. Active control of inelastic structural response during earthquakes. The Structural Design of Tall Buildings 6: 125-149.
17. GC Hart, SC Huang, RF Lobo, J Stewart. 1995. Elastic and inelastic analysis for weld failure prediction of two adjacent steel buildings. The Structural Design of Tall Buildings 4: 313-345.