Model-based predicting and correcting algorithms for substructure online hybrid tests

作者：Wang Tao^*; Cheng Chun; Guo Xun

来源：EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41(15): 2331-2349.

DOI：10.1002/eqe.2190

• distributed hybrid test
• substructure partition
• model-based predictor and corrector
• noniterative procedure
• substructure encapsulation

A set of algorithms combined with a substructure technique is proposed for an online hybrid test framework, in which the substructures are encapsulated by a standard interface that implements displacements and forces at the common substructure boundaries. A coordinator equipped with the proposed algorithms is designed to achieve boundary compatibility and equilibrium, thereby endowing the substructures the ability to behave as one piece. A model-based predictor and corrector, and a noniterative procedure, characterize the set of algorithms. The coordinator solves the dynamics of the entire structure and updates the static boundary state simultaneously by a quasi-Newton procedure, which gradually formulates the condensed stiffness matrix associated with corresponding degrees of freedom. With the condensed stiffness matrix and dynamic information, a condensed equation of motion is derived and then solved by a typical time integration algorithm. Three strategies for updating the condensed stiffness matrix are incorporated into the proposed algorithms. Each adopts different stiffness matrix during the predicting and correcting stage. These algorithms are validated by two numerical substructure simulations and a hybrid test. The effectiveness and feasibility are fully demonstrated.

• 出版日期2012-12
• 单位中国地震局; 中国地震局工程力学研究所