A platform for research: civil engineering, architecture and urbanism
Synthesis of Passive and Active Bracing in Active Structures
The seismic resistance achieved by optimizing the design of the conventional members of a structure equipped with structural control is evaluated. Viscoelastic (VE) dampers and active bracing system (ABS) are studied individually, as well as combined as a hybrid system for their effectiveness in reducing the response of seismic structures. Two convex models are used to estimate the maximum response of structural systems subjected to uncertain seismic excitations. A reduction factor is used to calibrate the convex models for a specific excitation. An average reduction factor is also defined by averaging a set of excitation-specific reduction factors. The average reduction factor can be used for unknown excitations with an assumed energy bound and certain common earthquake characteristics.
Synthesis of Passive and Active Bracing in Active Structures
The seismic resistance achieved by optimizing the design of the conventional members of a structure equipped with structural control is evaluated. Viscoelastic (VE) dampers and active bracing system (ABS) are studied individually, as well as combined as a hybrid system for their effectiveness in reducing the response of seismic structures. Two convex models are used to estimate the maximum response of structural systems subjected to uncertain seismic excitations. A reduction factor is used to calibrate the convex models for a specific excitation. An average reduction factor is also defined by averaging a set of excitation-specific reduction factors. The average reduction factor can be used for unknown excitations with an assumed energy bound and certain common earthquake characteristics.
Synthesis of Passive and Active Bracing in Active Structures
C. P. Pantelides (author) / S. R. Tzan (author)
1996
316 pages
Report
No indication
English
Discrete-Time Modal Control for Seismic Structures with Active Bracing System
British Library Online Contents | 2001
|A new high performance semi-active bracing system
Online Contents | 2006
|Seismic Response of Civil Structures Utilizing Semi-Active MR and ER Bracing Systems
British Library Online Contents | 1999
|Experimental Verification of Building Control Using Active Bracing System
Online Contents | 1999
|Engineering Index Backfile | 1957
|