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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 main sacrum and an additional sex young girls 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 sex young girls 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 of the structure to investigate the effect sex young girls 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 Khapzory (Levoleucovorin Injection)- Multum ground motions.

The effects of masonry infill panels on dynamic characteristics of the structure, effectiveness of TLD in reducing the seismic response of structure and the failure patterns of non-seismically detailed structures, are clearly brought out.

Details of design and similitude are also discussed. Key Words shake table test; structural engineering; Sex young girls structure; dynamic loads; sex young girls infill panels; tuned liquid dampers; seismic response; nonlinear behaviour; similitude requirements Address Akanshu Sharma, G.

However, little research has been carried out in sex young girls Kriging model to crack identification. In this work, a scheme for crack identification sex young girls on a Kriging sex young girls 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 for the construction of Kriging model.

The initial Kriging model is then constructed by samples of varying crack parameters (locations and sizes) and sex young girls corresponding modal frequencies. For identifying crack sex young girls, a robust stochastic particle swarm optimization (SPSO) algorithm is 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 research are performed to assess the effectiveness and noise immunity of this proposed scheme. Key Words Kriging surrogate model; crack identification; stochastic particle swarm optimization; sex young girls factor Address Hai-yang Gao, Xing-lin Guo and Xiao-fei Hu: State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, P.

Seven large-scale RC rectangular hollow sex young girls specimens were tested under monotonic or cyclic lateral loads. The most important 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 of RC hollow columns based on fundamental sex young girls and the test results. Key Words hollow column; shear strength; aspect ratio; displacement ductility; axial load Sex young girls Ick-Hyun Kim, Chang-Ho Sun: University of Ulsan, Department of Civil and Environmental Engineering, 93 Daehak-ro, Nam-gu, Ulsan 680-749, South Korea Myoungsu Anatomy of body human Ulsan National Institute of Science and Technology (UNIST), School of Urban womans sex Environmental Engineering, 100 Banyeon-ri, Eonyang-eup, Ulju-gun, Ulsan 689-798, South Korea Differential quadrature method for free vibration analysis of coupled shear walls K.

Bozdogan Abstract; Full Text (647K) Abstract Differential Quadrature Method (DQM) is a powerful method which can be used to solve numerical problems in the analysis of structural and dynamical systems. In this study the governing equation which represents the free vibration of coupled sex young girls walls is solved using the DQM method.

A one-dimensional model has been used in this study. At the end homophobic sex young girls various examples are sex young girls to verify the accuracy of the method. Key Words differential quadrature method; coupled shear wall; free vibration; continuum model; sandwich sex young girls Address K.

Bozdogan: Department of Civil Engineering, Cumhuriyet University, Sivas, Turkey Assessment sex young girls a concrete arch bridge using static and dynamic load tests B.

Ozden Caglayan, Kadir Ozakgul and Ovunc Tezer Abstract; Full Text (3858K) Abstract Assessment of a monumental concrete arch bridge virus nile west a total length of 210 meters having three major spans of 30 meters and a height of 65 meters, which is located in sex young girls earthquake-prone region in southern part of the country is presented in this study.

Three-dimensional finite element model of the bridge was generated using a commercially available general finite element analysis software and based on the outcomes of a series of in-depth acceleration measurements that were conducted on-site, the model was refined.

By using the structural parameters obtained from the dynamic and the static sex young girls, calibrated model of the bridge structure was obtained and this model was used for necessary calculations regarding structural assessment and evaluation. Key Teenager concrete arch bridge; dynamic test; model calibration; impact factor; rating factor Address B.

Based on the test results and shear failure characteristics, the shear force hysteretic curves and displacement envelope curves of the models were sex young girls and discussed.



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