A three-step damage identification method based on dynamic characteristics is proposed to improve the structure reliability and security and avoid serious accident. In the proposed method, the frequency and difference...A three-step damage identification method based on dynamic characteristics is proposed to improve the structure reliability and security and avoid serious accident. In the proposed method, the frequency and difference of modal curvature(DMC) are used as damage indexes. Firstly, the detection of the occurrence of damage is addressed by the frequency or the square of frequency change. Then the damage location inside the structure is measured by the DMC. Finally, with the stiffness reduction rate as a damage factor, the amount of damage is estimated by the optimization algorithm. The three-step damage identification method has been validated by conducting the simulation on a cantilever beam and the shaking table test on a submerged bridge. The results show that the method proposed in this paper can effectively solve the damage identification problem in theory and engineering practice.展开更多
The model test of seismic simulation shaking table is an important method to study the seismic design of bridge structure. In order to evaluate the seismic response and dynamic characteristics of pile-water-pier syste...The model test of seismic simulation shaking table is an important method to study the seismic design of bridge structure. In order to evaluate the seismic response and dynamic characteristics of pile-water-pier system for developing more reliable design procedures, shaking table model tests of a submerged bridge pier system, including pile groups-cap-pier and inertia mass, were conducted. Since different similitude laws corresponding to different test objectives affected the validity of test results, the similitude law with the aim to consider the effect of hydrodynamic pressure was proposed and confirmed through an actual example. Based on the test results, the effect of water around model on seismic response under seismic excitation input was analyzed and the failure level was judged by observing the variation of basic frequency. The test results indicate that the transfer function of analytical model with water is different from that without water, the natural frequency without water is always higher than that with water, and the first modal shapes are various. It is also concluded that the similitude law is suitable for practical application and the dynamic characteristics and seismic response of the structure system can be changed because of the existence of the surrounding water, which should be paid much attention in the further investigation.展开更多
为探究频率动态与功角振荡间的耦合特性,文中以双机系统为例推导扰动后系统稳定电网频率动态特性和功角振荡机理,基于扩展等面积准则(extended equal area criterion,EEAC)扩展至多机系统,提出了基于Pearson系数的耦合强度量化评估指标...为探究频率动态与功角振荡间的耦合特性,文中以双机系统为例推导扰动后系统稳定电网频率动态特性和功角振荡机理,基于扩展等面积准则(extended equal area criterion,EEAC)扩展至多机系统,提出了基于Pearson系数的耦合强度量化评估指标,根据频率动态特征和功角振荡特征对耦合关系进行量化。文中分析了功角振荡对频率动态特征指标的影响,量化评估了不同频率动态指标与功角振荡指标的耦合强度。理论分析和算例结果表明构建的指标体系具有合理性,电力系统的频率动态与功角振荡相互耦合,为频率和功角的优化控制措施提供了参考。展开更多
基金Supported by the National Basic Research Program of China("973"Program,No.2011CB013605-4)the National Natural Science Foundation of China(No.51178079)the Major Program of National Natural Science Foundation of China(No.90915011 and No.91315301)
文摘A three-step damage identification method based on dynamic characteristics is proposed to improve the structure reliability and security and avoid serious accident. In the proposed method, the frequency and difference of modal curvature(DMC) are used as damage indexes. Firstly, the detection of the occurrence of damage is addressed by the frequency or the square of frequency change. Then the damage location inside the structure is measured by the DMC. Finally, with the stiffness reduction rate as a damage factor, the amount of damage is estimated by the optimization algorithm. The three-step damage identification method has been validated by conducting the simulation on a cantilever beam and the shaking table test on a submerged bridge. The results show that the method proposed in this paper can effectively solve the damage identification problem in theory and engineering practice.
基金National Basic Research Program of China ("973" Program,No.2011CB013605-4)National Natural Science Foundation of China(No.51178079)Major Program of National Natural Science Foundation of China (No.90915011)
文摘The model test of seismic simulation shaking table is an important method to study the seismic design of bridge structure. In order to evaluate the seismic response and dynamic characteristics of pile-water-pier system for developing more reliable design procedures, shaking table model tests of a submerged bridge pier system, including pile groups-cap-pier and inertia mass, were conducted. Since different similitude laws corresponding to different test objectives affected the validity of test results, the similitude law with the aim to consider the effect of hydrodynamic pressure was proposed and confirmed through an actual example. Based on the test results, the effect of water around model on seismic response under seismic excitation input was analyzed and the failure level was judged by observing the variation of basic frequency. The test results indicate that the transfer function of analytical model with water is different from that without water, the natural frequency without water is always higher than that with water, and the first modal shapes are various. It is also concluded that the similitude law is suitable for practical application and the dynamic characteristics and seismic response of the structure system can be changed because of the existence of the surrounding water, which should be paid much attention in the further investigation.
文摘为探究频率动态与功角振荡间的耦合特性,文中以双机系统为例推导扰动后系统稳定电网频率动态特性和功角振荡机理,基于扩展等面积准则(extended equal area criterion,EEAC)扩展至多机系统,提出了基于Pearson系数的耦合强度量化评估指标,根据频率动态特征和功角振荡特征对耦合关系进行量化。文中分析了功角振荡对频率动态特征指标的影响,量化评估了不同频率动态指标与功角振荡指标的耦合强度。理论分析和算例结果表明构建的指标体系具有合理性,电力系统的频率动态与功角振荡相互耦合,为频率和功角的优化控制措施提供了参考。
