Semi-active control of seismic response of tall buildings with podium structure using ER/MR dampers

Structural Design of Tall Buildings

Volumn 10, Issue 3, 2001, Pages 179-192

  Qu, W L ^a   Xu, Y L ^a,b  

^a WUHAN UNIVERSITY OF TECHNOLOGY   (China)

^b HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; DAMPING; EARTHQUAKE RESISTANCE; EQUATIONS OF MOTION; INTELLIGENT MATERIALS; POLYNOMIALS; RHEOLOGY; SEISMIC PROSPECTING; SHEAR STRENGTH; SHEAR STRESS; STIFFNESS; VIBRATION CONTROL; VISCOSITY;

ELECTRORHEOLOGICAL (ER) DAMPERS; MAGNETORHEOLOGICAL (MR) DAMPERS; PODIUM STRUCTURES;

TALL BUILDINGS;

EID: 0035451867     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.177     Document Type: Article

References (9)

1. Coupled building control using active and smart damping strategies
2. Electrorheological dampers - Part I: Analysis and design
3. Coupling tall buildings for control of response to wind
4. Semi-active control of wind induced oscillations in structures
5. Suboptimal control of linear time-invariant systems to control structure constraints
6. Vibration control method for flexible structures arranged in parallel
7. Seismic response control of frame structures using magnetorheological/electrorheological dampers
8. New control algorithms for structural control
9. Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers