Closed-Form Overturning Limit of Rigid Block under Critical Near-Fault Ground Motions

Frontiers in Built Environment

Taniguchi, Ryo¹  Takewaki, Izuru¹  Nabeshima, Kunihiko¹  Kojima, Kotaro¹ 

[1] Department of Architecture and Architectural Engineering, Graduate School of Engineering, Kyoto University, Japan

关键词: Earthquake Response;    Near-fault ground motion;    double impulse;    Rigid block;    rocking;    Critical response;    overturning;    Scale effect;   

DOI  :  10.3389/fbuil.2016.00009

学科分类：建筑学

来源: Frontiers

【 摘 要 】

A closed-form limit on the input level of the double impulse as a substitute of a near-fault ground motion is derived for the overturning of a rigid block. The rocking vibration of the rigid block is formulated by using the conservation law of angular momentum and the conservation law of mechanical energy. The initial rotational velocity after the first impulse and the rotational velocity after the impact are determined by the conservation law of angular momentum. The velocity change after the second impulse is also characterized by the conservation law of angular momentum. The maximum angles of rotation of the rigid block in both the clockwise and anti-clockwise directions, which are needed for the computation of the overturning limit, are derived by the conservation law of mechanical energy. This enables us to avoid the computation of complicated non-linear time-history responses. The critical timing of the second impulse to the first impulse is characterized by the time of impact after the first impulse. It is clarified that the action of the second impulse just after the impact corresponds to the critical timing. It is derived from the closed-form expression of the critical velocity amplitude limit of the double impulse that its limit is proportional to the square root of size, i.e. the scale effect.

【 授权许可】

CC BY