000004213 001__ 4213
000004213 005__ 20141118185749.0
000004213 04107 $$acze
000004213 046__ $$k2005-05-31
000004213 100__ $$aTse, K.T.
000004213 24500 $$aEvaluation Model for the 2nd Generation Wind-Excited Benchmark Building

000004213 24630 $$n10.$$pProceedings of the Tenth Americas Conference on Wind Engineering
000004213 260__ $$bAmerican Association for Wind Engineering, 2005
000004213 506__ $$arestricted
000004213 520__ $$2eng$$aThe first generation wind-excited benchmark building was introduced to assess performance of control algorithms and devices suppressing uncoupled sway modes of vibration. The second generation wind-excited benchmark building, on the other hand, incorporates complex lateral-torsional motions which are typical of a significant number of modern tall buildings. A series of wind tunnel pressure tests were conducted to determine translational and torsional wind forces acting on the benchmark building. A finite element model was also constructed and mass, damping and stiffness matrices were subsequently formulated as an evaluation model for numerical analysis. The evaluation model is further simplified to a state reduced-order system (ROS) using the state order reduction method. The formulation details and methodology are presented in this paper. 

000004213 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004213 653__ $$aWind-excited Benchmark Building, Evaluation Model, Reduce-order System

000004213 7112_ $$aTenth Americas Conference on Wind Engineering$$cBaton Rouge, Louisiana (US)$$d2005-05-31 / 2005-06-04$$g10ACWE
000004213 720__ $$aTse, K.T.$$iHitchcock, P.A.$$iKwok, K.C.S.
000004213 8560_ $$ffischerc@itam.cas.cz
000004213 8564_ $$s588209$$uhttps://invenio.itam.cas.cz/record/4213/files/037-Tse.pdf$$yOriginal version of the author's contribution as presented on CD, , paper No. 037.
000004213 962__ $$r4178
000004213 980__ $$aPAPER