DEVELOPMENT OF MAXIMUM SEISMIC RESPONSE EVALUATION METHOD OF BUILDINGS CONSIDERTING SOIL-STRUCTURE INTERACTION

提出了考虑土-结构相互作用的建筑物最大地震反应评估方法。通过对钢筋混凝土桩基建筑的静力和动力分析，验证了该方法的有效性。并以不同地基条件下的中低层钢筋混凝土建筑为例，研究了该方法的适用性。文中给出了该方法的有效性以及三个因素(建筑物高度、地基刚度和输入地震动对方法的影响)。

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.