000009841 001__ 9841
000009841 005__ 20141205153159.0
000009841 04107 $$aeng
000009841 046__ $$k2008-10-12
000009841 100__ $$aDebnath, Nirmalendu
000009841 24500 $$aRobust Design of TMD Systems for the Seismic Response Control of Asymmetric Soft Storey Building

000009841 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009841 260__ $$b
000009841 506__ $$arestricted
000009841 520__ $$2eng$$aSoft first storey buildings under seismic excitation with huge inter-storey drift at first floor level have been considered for the passive control with coupled tuned mass damper (CTMD) system. The design of tuned mass damper system for the multi degrees of freedom system for the response control under seismic excitation is associated with some efficiency and robustness issues. Robust control strategy is required for the effective reduction of response and damage in the structure. This paper discusses multi-objective optimal design of various tuned mass damper systems of higher robustness and efficiency for torsionally coupled seismically excited soft storey building. Objective functions have been considered as the displacement and acceleration along two translational directions as well as rotational components about the vertical axis. Non dominated sorting genetic algorithm (NSGA) has been used to obtain the design parameters of the CTMD systems.

000009841 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009841 653__ $$aRobustness, Genetic algorithm, Coupled tuned mass damper, Control, Soft storey building. 

000009841 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009841 720__ $$aDebnath, Nirmalendu$$iDeb, Sajal Kanti$$iDutta, Anjan
000009841 8560_ $$ffischerc@itam.cas.cz
000009841 8564_ $$s486650$$uhttps://invenio.itam.cas.cz/record/9841/files/05-01-0045.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0045.
000009841 962__ $$r9324
000009841 980__ $$aPAPER