All in all, the explicit dynamic FEM has great advantage in the research on this kind of problems. Substituting back into the geometric equation and the physical equation, the element stress and strain at time can be solved.

And the matrix forms of research paper on cable stayed bridge geometric equation and physical equation are Equation 14 can be obtained by substituting 12 and 13 into 9. Yueniang bridge is curve, slope and slant single span special arch bridge with diagonal crossing arch rib and curved girder.

Shock and Vibration

This study provided a foundation for seismic damage prediction and anticollapse seismic design for cable-stayed bridges. However, the determination of critical damage components of bridge structures is one of the key problems in seismic vulnerability analysis.

Although there is research paper on cable stayed bridge displacement occurring in the longitudinal direction, the whole structural system does not cause serious damage. The natural disaster hit the northeastern part of Japan and caused infrastructure damaged seriously and a severe nuclear crisis [ 10 ]. Wibowo [ 22 ] presented results of a study on earthquake response analysis of bridges by using the Applied Element Method that allows separation of structural members or components due to fracture failure and the effects of contact and inertial forces caused by the falling debris.

Figures 10 a — 10 c present the moment time-history curves of the elements in the three positions mentioned above, respectively. View at Google Scholar K. Further, research paper on cable stayed bridge deformation of the resin in anchorages under service load is not obvious. The girder cross section of Daxiao Liandao waterway bridge unit: A Study on Cable-Stayed Bridges.

Application study on the first cable-stayed bridge with CFRP cables in China – ScienceDirect

But explicit central difference calculation method is conditionally stable; the stability condition for the central difference method is research paper on cable stayed bridge satisfy The upper deck of the bridge carries 6-lane expressway while the lower deck carries 2-track railway.


The damage keeps on developing after the failure of auxiliary piers under seismic excitation, and the auxiliary pier bearings come into failure state which is evident at time 6. Construction of such bridges still is so profitable research paper on cable stayed bridge according to this point studying these bridges seems so important. The mass matrix, the damping matrix, the stiffness matrix, and the nodal load matrix of system are the integration of their corresponding unit matrix and vector, shown in.

View at Google Scholar M. However the change law of the pper force fluctuation of the other side cables of S03 pylon is inverse. Only several end cables show fracture failure in the collapse process of the whole structure system, rexearch the cables fracture failure is not the main reason for the whole collapse of cable-stayed bridge structure. View at Google Scholar F.

The design essentials of main components of the bridge were introduced and its integral performances, including static properties, dynamic properties and seismic response were analyzed using finite element method. However, the cables and the main girder are damaged owing to the failure of piers and main pylons during the whole structure research paper on cable stayed bridge process, so the failure of cable and main girder components is not the main reason for the collapse of cable-stayed bridge.

Explicit central difference method is conditionally stable. For secondary dead load and the overburden load, they are realized by attached masses modeled by using the only mass element type of MASS which are defined by a single node with concentrated mass component.


Research on Structure Design of Cable-Stayed Bridge

Research paper on cable stayed bridge review under responsibility of Periodical Offices of Chang’an University. In order to present the collapse process and failure mechanism of long-span cable-stayed bridges under strong seismic excitations, bridgge rail-cum-road steel truss cable-stayed bridge was selected as engineering background, the collapse failure research paper on cable stayed bridge model of the cable-stayed bridge was established based on the explicit dynamic finite element method FEMand the whole collapse process of reseqrch cable-stayed bridge was analyzed and studied with three different seismic waves acted in the horizontal longitudinal direction, respectively.

It is continuously derivable, because is the real displacement variation. The rail-cum-road steel truss cable-stayed bridge under construction in china is taken into an engineering background.

Introduction In recent years, with the rapid development of bridges construction, bridge collapse accidents were often reported in the last few years. It can be noted that the main failure mode of the cable-stayed bridge subjected to longitudinal seismic wave includes the plastic damage at the bottom of auxiliary piers, side piers, and main pylons and at the connection part between main papeer and lower cross beam and the large deformation in the longitudinal direction.

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The first author would also like to acknowledge the Chinese Scholarship Council CSC foundation for providing him with financial support to study abroad.