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Author:Shouwang Sun , Limin Sun , Lin Chen
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (04)World Scientific Publishing
Abstract:In consideration of the important role that bridges play in transportation system, their safety, durability and serviceability have always been deeply concerned. Recently, many long-span bridges have been instrumented with Structural Health Monitoring Systems (SHMS) to provide br...
Author:Chih-Ping Wu , Wei-Chen Li
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (02)World Scientific Publishing
Abstract:Quasi-three-dimensional (3D) stability and free vibration analyses of bi-axially loaded, simply-supported, sandwich piezoelectric plates with an embedded either a functionally graded (FG) carbon nanotube-reinforced composite (CNTRC) core or a multilayered fiber-reinforced composi...
Author:Lijun Liu , Ying Lei , Mingyu He
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (04)World Scientific Publishing
Abstract:Compared with the identification of linear structural parameters, it is more difficult to conduct parametric identification of strong nonlinear structural systems, especially when only incomplete structural responses are available. Although the extended Kalman filter (EKF) is use...
Author:Zhi Wei Chen , Qin Lin Cai , Jun Li
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (04)World Scientific Publishing
Abstract:Numerous long-span suspension bridges have been built worldwide over the past few decades. To ensure the safety of such bridges and their users during the bridge service life, several bridges have been equipped with Structural Health Monitoring Systems (SHMSs), which measure dyna...
Author:Chuanguo Jia , Zhou Leng , Yingmin Li ...
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (01)World Scientific Publishing
Abstract:Systems of ordinary differential equations (ODEs) arising from transient structural dynamics very often exhibit high-frequency/low-frequency and linear/nonlinear behaviors of subsets of the state variables. With this in mind, the paper resorts to the use of different time integra...
Author:Seyed Morteza Zinati Yazdi , Mohammad Taghi Kazemi
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (02)World Scientific Publishing
Abstract:Heavy damages on structures caused by near field earthquakes in recent years has brought serious attention to this problem. An examination of previous records has shown significant differences for near field earthquakes, including a large energy pulse, unlike far field earth...
Author:Yongle Li , Siyu Zhu , C. S. Cai ...
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (05)World Scientific Publishing
Abstract:In order to evaluate the dynamic response of the train running on long-span cable-stayed bridges under uniform seismic excitations, a time-domain framework of analysis for the train–bridge system is established. The rail irregularities are treated as internal excitation and ...
Author:H. L. Dai , L. Wang
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (06)World Scientific Publishing
Abstract:This paper is concerned with the development of a theoretical model for predicting the dynamics and pull-in instability of magnetically actuated pipes conveying fluid. The equation of motion of the pipe is constructed in the presence of nonlinear magnetic forces. The lateral...
Author:J. Chen , Q. S. Li
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (06)World Scientific Publishing
Abstract:This paper presents the analysis of flutter and nonlinear dynamics of an orthotropic composite laminated rectangular plate subjected to aerodynamic pressures and transverse excitation. The first-order linear piston theory is employed to model the air pressures. Based on Redd...
Author:P. J. Li , D. W. Xu , J. Zhang
Data Source:[J].International Journal of Structural Stability and Dynamics(IF 0.675), 2016, Vol.16 (07)World Scientific Publishing
Abstract:The classical nonuniqueness problem exists due to uncertainty in the finite element (FE) calibration field. Namely, multiple models with different intrinsic parameters may all fit the observed data well, thus the selected single “best” model probably is not the truly best mo...

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