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REAL-TIME DYNAMIC HYBRID TESTING OF STRUCTURALSYSTEMS

机译:结构系统的实时动态混合测试

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摘要

This paper presents the development and implementation of a novel structural testing method involvingthe combined use of shake tables, actuators and computational engines for the seismic simulation ofstructures. The structure to be simulated is divided into one or more experimental and computationalsubstructures. The interface forces between the experimental and computational substructures are imposedby actuators and resulting displacements and velocities are fed back to the computational engine. Theearthquake ground motion is applied to the experimental substructures by shake tables. The unique aspectof the above hybrid system is force-based substructuring. Since the shake tables induce inertia forces inthe experimental substructures, the actuators have to be operated in dynamic force control as well, sinceeither the force or the displacement, but not both can be controlled at a given point. The resulting testingmethod is more versatile that existing seismic testing methods. First the substructuring strategy and thenumerical integration algorithms associated with the computational substructures are discussed along withthe implementation of the computational engine. Then the theory of dynamic force control and twodifferent force control algorithms, one based on real-time convolution and the other on series elasticity, aredescribed. Issues related to time-delay compensation are also discussed. The real-time hybrid system isimplemented using a distributed architecture based on the replicated shared memory concept. Thearchitecture allows for flexibility in the design of the system and in the components used. This real-timearchitecture is discussed next. An example of a real-time hybrid test is presented next.
机译:本文介绍了一种新颖的结构测试方法的开发和实现,该方法涉及将振动台,执行器和计算引擎结合使用来进行结构的地震模拟。要模拟的结构分为一个或多个实验和计算子结构。实验和计算子结构之间的界面力由执行器施加,产生的位移和速度反馈到计算引擎。通过振动台将地震地震动应用于实验子结构。上述混合系统的独特方面是基于力的子结构。由于振动台会在实验的子结构中产生惯性力,因此执行器也必须在动态力控制下运行,因为力或位移(但不能同时控制)都可以在给定点进行控制。所得的测试方法比现有的地震测试方法更具通用性。首先讨论了与计算子结构相关的子结构策略和数值集成算法,以及计算引擎的实现。然后描述了动态力控制理论和两种不同的力控制算法,一种基于实时卷积,另一种基于级数弹性。还讨论了与延时补偿有关的问题。使用基于复制的共享内存概念的分布式体系结构实现实时混合系统。该体系结构允许系统设计和所用组件的灵活性。接下来讨论这种实时体系结构。接下来提供实时混合测试的示例。

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  • 来源
  • 会议地点 Vancouver(CA);Vancouver(CA)
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    Structural Engineering Dept. of Civil Structural and Environmental Engineering University at Buffalo (SUNY) Buffalo NY 14260. Phone: (716)645-2114 x2419. Email:reinhorn@buffalo.edu;

    George E. Brown Network for Earthquake Engineering Simulation (NEES) University at Buffalo (SUNY) Buffalo NY 14260;

    Dept. of Civil Structural and Environmental Engineering University at Buffalo (SUNY) Buffalo NY 14260;

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