000010811 001__ 10811
000010811 005__ 20141205155805.0
000010811 04107 $$aeng
000010811 046__ $$k2008-10-12
000010811 100__ $$aMa, Hongwang
000010811 24500 $$aA Uniform Storey Ductility Demand Seismic Design Method for Buildings

000010811 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010811 260__ $$b
000010811 506__ $$arestricted
000010811 520__ $$2eng$$aBased on direct displacement-based seismic design method, the target displacement profile is determined by the allowable uniform storey ductility. Only considering the first mode, reduce MDOF system equivalent SDOF system, the base shear is calculated based on the allowable storey ductility factor using inelastic displacement spectra. Then the base shear is distributed corresponding to the target displacement profile. This method is aim to make building’s each storey ductility demand is similar under earthquakes, avoiding damage concentrated in one storey, making the seismic design of buildings economic and safe as far as possible.

000010811 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010811 653__ $$aseismic design, direct displacement based design, story ductility factor, inelastic displacement response spectra

000010811 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010811 720__ $$aMa, Hongwang
000010811 8560_ $$ffischerc@itam.cas.cz
000010811 8564_ $$s289357$$uhttps://invenio.itam.cas.cz/record/10811/files/S14-048.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S14-048.
000010811 962__ $$r9324
000010811 980__ $$aPAPER