000011156 001__ 11156
000011156 005__ 20141205155841.0
000011156 04107 $$aeng
000011156 046__ $$k2008-10-12
000011156 100__ $$aNewcombe, Michael Paul
000011156 24500 $$aSeismic Design and Numerical Validation of Post-Tensioned Timber Frames

000011156 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011156 260__ $$b
000011156 506__ $$arestricted
000011156 520__ $$2eng$$aA seismic design procedure and numerical sensitivity study of post-tensioned timber frames for multi-storey buildings is presented. The paper describes a displacement-based capacity design approach for jointed timber systems. Many aspects of the Direct Displacement-Based Design procedure for reinforced concrete are used for post-tensioned timber frames. An iterative design procedure is required due to the difficulty of predicting the elastic deformation and unique considerations are required for dynamic higher mode amplification of solid timber frames. Numerical models are used to investigate the seismic response of post-tensioned timber frames, with lumped rotational springs and frame members subjected to a suite of far field and near field earthquakes. The results of the numerical analyses are compared with the design values. Simplified analytical design equations are given.

000011156 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011156 653__ $$aTimber, Post-Tensioned, DDBD, Seismic, Frame, Laminated Veneer Lumber (LVL)

000011156 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011156 720__ $$aNewcombe, Michael Paul$$iPampanin, Stefano$$iBuchanan, Andrew$$iPalermo, Alessandro
000011156 8560_ $$ffischerc@itam.cas.cz
000011156 8564_ $$s314038$$uhttps://invenio.itam.cas.cz/record/11156/files/S12-008.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S12-008.
000011156 962__ $$r9324
000011156 980__ $$aPAPER