Design of controlled elastic and inelastic structures

Earthquake Engineering and Engineering Vibration

Volumn 8, Issue 4, 2009, Pages 469-479

  Reinhorn, A M ^a,d   Lavan, O ^b   Cimellaro, G P ^c  

^a UNIVERSITY AT BUFFALO   (United States)

^b TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

^c POLITECNICO DI TORINO   (Italy)

^d State University of New York   (United States)

Author keywords

Active control; Design redesign procedure; Inelastic structures; Integral control; Viscoelastic braces

Indexed keywords

STRUCTURAL DYNAMICS;

ACTIVE CONTROL; ALTERNATIVE DESIGNS; INELASTIC STRUCTURE; INTEGRAL CONTROL; SEMI-ACTIVE DEVICES; STIFFNESS ENHANCEMENT; SUPPLEMENTAL DAMPING; VISCOELASTIC BRACES;

STABILITY CRITERIA;

EID: 74549134522     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-009-9126-0     Document Type: Article

References (14)

1. Cimellaro GP, Lavan O and Reinhorn AM (2009a), "Design of Passive Systems for Controlled Inelastic Structures," Earthquake Engineering and Structural Dyamics., 38(6): 783-804.
2. Cimellaro GP, Soong TT and Reinhorn AM (2009b), "Integrated Design of Controlled Structural Systems," ASCE/Journal of Structural Engineering, 135(7): 853-862.
3. Gluck N, Reinhorn A and Levy R (1996), "Design of Supplemental Dampers for Control of Structures," ASCE/Journal of Structural Engineering, 122(12): 1394-1399.
4. Lavan O, Cimellaro GP and Reinhorn AM (2008), "A Noniterative Optimization Procedure for Seismic Weakening and Damping of Inelastic Structures," ASCE/Journal of Structural Engineering, 134(10): 1638-1648.
5. Lavan O and Levy R (2009), "Simple Iterative Use of Lyapunov's Solution for the Linear Optimal Seismic Design of Passive Devices in Framed Buildings," Journal of Earthquake Engineering, 13(5): 650-666.
6. Reinhorn AM, Soong TT, Riley MA, Lin RC, Aizawa S and Higashino M (1993), "Full Scale Implementation of Active Control Part II: Installation and Performance," ASCE/Journal of Structural Engineering, 119(6): 1935-1960.
7. Sivaselvan M and Reinhorn A (2000), "Hysteretic Models for Deteriorating Inelastic Structures," ASCE/Journal of Engineering Mechanics, 126(6): 633-640.
8. Smith MJ, Grigoriadis KM and Skelton R (1992), "Optimal Mix of Passive and Active Control in Structures," Journal of Guidance, Control and Dynamics, 15(4): 912-919.
9. Soong TT (1990), Active Structural Control: Theory and Practice, Longman Scientific, London.
10. Soong TT and Manolis GD (1987), "Active Structures," ASCE/Journal of Structural Engineering, 113(11): 2290-2301.
11. Utkin VI (1992), "Sliding Modes in Control Optimization," Springer: New York.
12. Vanderplaats GN (2005), Numerical Optimization Techniques for Engineering Design, Vanderplaats Research & Developments, Inc., Colorado Spring, CO 80906.
13. Yang JN, Akbarpour A and Askar G (1990), "Effect of Time Delay on Control of Seismic-Excited Buildings," ASCE/Journal of Structural Engineering, 116(10): 2801-2814.
14. Yang JN, Wu JC and Agrawal AK (1995), "Sliding Mode Control of Nonlinear and Hysteretic Structures," ASCE/Journal of Engineering Mechanics, 121(12): 1386-1390.