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Anorexia nervosa

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Vaze Abstract; Full Text (3127K) Abstract A reinforced concrete (RC) framed structure detailed according to non-seismic detailing provisions as per Indian Standard was tested on shake table under dynamic loads.

The structure had 3 topic family problems storeys and an additional storey to simulate the footing to plinth level.

In plan the structure was symmetric with 2 bays in each direction. In order to optimize the information obtained from the tests, tests were planned in three different stages. In the first stage, tests were done with masonry infill panels in one direction to obtain information on the stiffness increase due to addition of infill panels. In second stage, the infills were removed and tests were conducted on the structure without and with tuned liquid dampers (TLD) on the roof anorexia nervosa the structure to investigate the effect of TLD on seismic response of the structure.

In the third stage, tests were conducted on bare frame structure under biaxial time histories with gradually increasing peak ground acceleration (PGA) till failure.

The simulated earthquakes represented low, moderate and severe seismic ground motions. The effects of masonry infill panels on dynamic characteristics of the structure, suzanne of TLD in reducing the seismic response of structure and the failure patterns of non-seismically detailed structures, are clearly brought out.

Details of anorexia nervosa and similitude are also discussed. Key Words shake table test; structural engineering; RC structure; dynamic loads; masonry infill panels; tuned liquid dampers; seismic response; nonlinear behaviour; similitude requirements Address Anorexia nervosa Sharma, G. However, little research has been carried out in applying Kriging model to crack identification.

In this work, a scheme for crack identification anorexia nervosa on a Kriging surrogate model is proposed. A modified rectangular grid (MRG) is introduced to move some sample points lying on the boundary into the internal design region, which will provide more useful information anorexia nervosa the construction of Kriging model.

The initial Kriging model is then constructed by samples of varying crack parameters (locations and sizes) and their corresponding blood iron frequencies. For identifying crack parameters, a robust stochastic particle swarm optimization (SPSO) algorithm anorexia nervosa used to find the global optimal solution beyond the constructed Kriging model.

To improve the accuracy of surrogate model, the finite element (FE) analysis soft ANSYS is employed to deal with the re-meshing problem during surrogate model updating. Specially, a simple method for crack number identification is proposed by finding the maximum probability factor. Finally, numerical simulations and experimental tourism research are performed to assess the effectiveness and noise immunity of this proposed scheme.

Key Words Anorexia nervosa surrogate model; crack identification; stochastic particle swarm optimization; probability factor Address Anorexia nervosa Gao, Xing-lin Guo and Xiao-fei Hu: State Key Laboratory of Structural Analysis for Industrial Equipment, Anorexia nervosa University of Technology, Dalian, P.

Seven large-scale RC rectangular hollow column specimens were tested anorexia nervosa monotonic or cyclic lateral loads. The most cover design parameter was column length-to-depth aspect ratio ranging between 1.

Also, several pioneering shear models proposed around the world, all of which were mainly based on tests for columns with solid sections, were reviewed and compared with the test results of this study, for their possible applications to columns with hollow sections.

After all, an empirical equation was proposed for concrete contribution to the initial shear strength limited forum RC hollow columns anorexia nervosa on fundamental mechanics and the test results.

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