TY - GEN
T1 - Response of high-rise building systems
AU - Steenbergen, Raphaël D.J.M.
AU - Scarpas, A.
AU - Blaauwendraad, Johan
AU - Vrouwenvelder, A. C.W.M.
PY - 2004
Y1 - 2004
N2 - Force flow and comfort are considered in high-rise buildings with a symmetric plan and different floor plans over the height. The stability walls are schematized to beams and the floors to springs, which couple the beams. The building is divided into a small number of super elements separated by nodes. For each super element a system of coupled differential equations is formulated. The FEM concept is applied to calculate in an analytical way the whole force distribution. At each change of floor plan a disturbance in the moment and shear force distribution occurs. By composing the spectral stiffness matrix the eigenmodes are determined.
AB - Force flow and comfort are considered in high-rise buildings with a symmetric plan and different floor plans over the height. The stability walls are schematized to beams and the floors to springs, which couple the beams. The building is divided into a small number of super elements separated by nodes. For each super element a system of coupled differential equations is formulated. The FEM concept is applied to calculate in an analytical way the whole force distribution. At each change of floor plan a disturbance in the moment and shear force distribution occurs. By composing the spectral stiffness matrix the eigenmodes are determined.
UR - http://www.scopus.com/inward/record.url?scp=84857497102&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84857497102
SN - 9058096777
SN - 9789058096777
T3 - 5th International PhD Symposium in Civil Engineering - Proceedings of the 5th International PhD Symposium in Civil Engineering
SP - 1469
EP - 1477
BT - 5th International PhD Symposium in Civil Engineering - Proceedings of the 5th International PhD Symposium in Civil Engineering
T2 - 5th International PhD Symposium in Civil Engineering
Y2 - 16 June 2004 through 19 June 2004
ER -