Grant-in-Aid for Young Scientists (B)
Maximum seismic response evaluation method of buildingsconsidering soil-structure interaction is proposed. The method is examined by static anddynamic analysis of reinforced concrete buildings with pile foundation. Applicability of themethod is investigated regarding the low-rise and medium-rise reinforced concretebuildings which stand on various ground conditions. Validity of the method and influence ofthree factors (building height, ground stiffness and input earthquake motion) on themethod are shown.
Attribution of KAKENHI