In this paper, the relations between the load-deformation property of the CLT connections and the seismic performance of the 3 story CLT construction are analytically discussed. The static and the dynamic properties of the CLT connections led each from t...
In order to consider the seismic design method, the shaking table tests and static lateral load tests were conducted to the modelized CLT panel construction. As a result, it was clarified that the shear displacement and joint deformation under the seismi...
In this paper, the results of lateral loading tests on two types of CLT shear wall systems with an opening are summarized, one is the shear wall system with assembling narrow size CLT panels and another is that using one large size panel with an opening....
In this paper, the general process and results of the seismic design on four buildings with Japanese CLT construction after 2014 based on the time history response analysis as the only legal structural design method in Japan at the present moment, are shown. As a result, it is recognized that the buildings has enough seismic performance for the...
In this paper, the general process and results of the seismic design on a 3-story building with Japanese Sugi CLT construction based on the time history response analysis as the only legal structural design method in Japan at the present moment, are show...
Structural possibility of CLT (Cross Laminated Timber) buildings in Japan is supposed to be smaller than that in other countries because of high seismic risk. In this paper, dealing 2 kind of middle-rise CLT panel construction method as objectives, the required wall quantity from the structural design method ruled in the building...
