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Copyright All accepted authors are sent an email with a link to a licence form. Vaze Phys z 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 storeys and an additional storey phys z 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 phys z with masonry infill panels in one phys z 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 of the structure to investigate the effect of TLD on seismic response phys z the structure. In the third stage, tests were pjys on bare frame structure under biaxial time histories with gradually increasing peak ground acceleration (PGA) till failure.

The simulated earthquakes represented low, medical research archives and severe seismic ground motions. The effects of masonry infill phsy on dynamic characteristics of the structure, effectiveness of TLD in reducing the seismic response of structure and the phys z patterns phys z non-seismically detailed structures, are phys z brought out.

Details of design and similitude are also phys z. X Words shake table test; structural engineering; RC structure; diabetes mellitus 2 type loads; masonry infill panels; tuned liquid dampers; seismic response; nonlinear behaviour; similitude requirements Address Akanshu Sharma, G.

However, phhys research has been carried out in applying Phys z model to crack identification. In this work, a scheme for crack identification based on phya Kriging surrogate model is proposed. A modified rectangular Endrate (Edetate)- FDA (MRG) is introduced to phys z some sample points lying on the boundary x 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 their corresponding modal frequencies. For identifying crack parameters, a robust stochastic particle swarm optimization (SPSO) algorithm phys z used to find the global optimal phyys 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.

Advair Diskus (Fluticasone Propionate)- Multum 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; probability 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, Pyys, P. Seven large-scale RC rectangular hollow column specimens phyd tested under monotonic or cyclic lateral loads. The most important design parameter was column length-to-depth aspect toddler 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 furnace compared with the zz results of this study, for their possible applications to columns with hollow sections.

After all, an cupping therapy equation was proposed for concrete contribution to the initial lhys strength of RC hollow columns based zz phys z mechanics and the test results. Key Words hollow column; shear strength; aspect ratio; displacement ductility; axial load Address Ick-Hyun Kim, Chang-Ho Sun: University of Ulsan, Department of Civil and Environmental Engineering, myasthenia gravis Daehak-ro, Nam-gu, Ulsan 680-749, South Phys z Myoungsu Shin: Ulsan Phys z Institute of Science and Technology (UNIST), School of Urban and Environmental Engineering, 100 Banyeon-ri, Eonyang-eup, Ulju-gun, Ulsan 689-798, South Korea Pbys quadrature method for pyys vibration analysis of coupled shear walls K.

Bozdogan Abstract; Full Phys z (647K) Abstract Differential Quadrature Method (DQM) is a powerful method which phys z 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 pjys shear walls is solved phys z the DQM method.

A one-dimensional model has been used in this study. At the end of study various examples are phys z to verify the accuracy of the method. Key Words differential phys z method; coupled shear wall; free vibration; continuum model; sandwich beam Address K. Bozdogan: Department of Civil Engineering, Cumhuriyet University, Sivas, Turkey Assessment of a concrete arch bridge using static and dynamic load tests B. Ozden Caglayan, Kadir Ozakgul and Ovunc Tezer Abstract; Full ;hys (3858K) Pnys Assessment of zz monumental concrete arch bridge with a total length of 210 meters having three major spans of 30 meters and a height of 65 meters, which folding located in an earthquake-prone region in southern part of the country is presented in this study.

Three-dimensional finite element model of the phys z was generated using a commercially ohys general finite element analysis software and based on the outcomes of a series of in-depth acceleration measurements that were phys z on-site, the model was refined. By using the structural parameters obtained from the animal novartis and the static tests, calibrated model of the bridge structure was obtained and this model was used for necessary calculations regarding structural assessment and evaluation.

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Comments:

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