Model Updating of a Full-Scale Building Structure Under Train Induced Vibration

Abstract

Structure health monitoring (SHM) system is a method of monitoring and evaluation of structural health. Finite element method is extensively use to model the dynamics properties of a structure as it is believed to be an authentic tool for providing accurate results. To adopt a more precise dynamic properties of a structure, model updating technique involve updating a finite element model of a structure. However, due to many imaginary assumptions in the finite element (FE) model generation, the practical behaviour of full-scale structures contradicts the model results. It may be due to uncertain boundary conditions, poorly defined material properties of the structure or because of the simplified modeling of complicated structural systems. In this paper, six storey frame structure building has been investigated for dynamic model updating. The building was subjected to train induced excitation. Four accelerometers were employed to measure the response. Manual updating of building FEM model is carried out as per design parameters of the finite element model (elastic modulus and boundary constraints) to diminish the inconsistencies between the field measurement and the results of finite element model. For the subject building the supposition of semi-rigid joints (rotational area springs) can most precisely depict the dynamic properties of the subject building. The modified parameters obtained from the updated model are logical having meaningful interpretation.