Identification of flutter derivatives of full-bridge aeroelastic model;

Simulations for identification of flutter derivatives of bridge section using the coupled-forced-vibration method;

The identification of flutter derivatives for 2-DOF and 3-DOF bridge sectional model applying the forced vibration method;

Based on static dynamic force test of segmental models of Chongqing Chaotianmen Bridge,dynamic force test,the varying law of the coefficients of three-dimensional static component forces with the changing of attack angles and properties of main girder and main arch,and flutter property of main girder are obtained,and eight flutter derivatives of main girder are recognized.

It is found that the flutter derivatives are dependent from the amplitude and frequency in the practical range of wind speed.

Model stiffness and support location effect on flutter derivatives is studied in bridge deck section dynamical test.

The experimental equipment of vibrational induction for dynamically full vulcanization was designed and used to measure and analyze the property and micromorphology of thermoplastic vulcanite(TPV).

Scale prevention with flow induced vibration in heat exchanger tubes of different materials;

Analysis on Dynamic Characteristic and Flow Induced Vibration of Heat Exchanger Tube Bundles;

First, a uniform viscous and incompressible flow past a circular cylinder was simulated by using the Ansys/Flotran CFD software, then the induced vibration for a viscous flow past a circular cylinder supported by elastic spring and dash pot was simulated with the Ansys/Flotran CFD software and stepwise integration.