Dynamic Behavior of Wooden Building Structures Involving Stiff Cores
Abstract eng: In 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.
Contributors:
Conference Title:
Conference Title:
16th World Conference on Earthquake Engineering
Conference Venue:
Santiago (CL)
Conference Dates:
2017-01-09 / 2017-01-13
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2017-01-18, last modified 2017-01-18
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