000019235 001__ 19235
000019235 005__ 20170118182305.0
000019235 04107 $$aeng
000019235 046__ $$k2017-01-09
000019235 100__ $$aSakata, Hiroyasu
000019235 24500 $$aDynamic Behavior of Wooden Building Structures Involving Stiff Cores

000019235 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019235 260__ $$b
000019235 506__ $$arestricted
000019235 520__ $$2eng$$aIn Japan, construction of wood structures for public buildings is encouraged for environmental reason. For example, lowrise large wood buildings sometimes involve RC cores to enhance the seismic performance and the fire resistance. However, it is difficult to evaluate seismic force distribution and stress between wood parts and core parts of such horizontal hybrid structures. In this paper, applicability of simplified modeling method by two-dimensional continuous model to simulate the unique vibration properties of horizontal hybrid structures is discussed. Based on the theoretical approach, practical formulae of amplitude and distribution of seismic force acting on wood parts are proposed. The accuracy is demonstrated by comparison with earthquake response analyses.

000019235 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019235 653__ $$awooden structure, seismic force distribution, continuous model, response spectrum method, horizontal hybrid structure

000019235 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019235 720__ $$aSakata, Hiroyasu$$iYamazaki, Yoshihiro
000019235 8560_ $$ffischerc@itam.cas.cz
000019235 8564_ $$s789285$$uhttps://invenio.itam.cas.cz/record/19235/files/3150.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3150.
000019235 962__ $$r16048
000019235 980__ $$aPAPER