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Numerical Analysis of Steel Building Under Blast Loading مدل سازی عددی سازه فولادی تحت بار انفجار در برنامه SAP2000 منبع @civilbest numerical_analysis_of_steel_building.pdf

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Development of a Displacement-Based Design Method for Steel Frame-RC Wall Buildings Article in Journal of Earthquake Engineering · February 2010 Impact Factor: 1.18 · DOI: 10.1080/13632460902995138 Reyes Garcia T. J. Sullivan Gaetano Della Corte Abstract A Displacement-Based Design (DBD) methodology for steel frame-RC wall structures has been proposed. The effectiveness of the methodology in limiting lateral displacements has been tested by designing a set of case studies. Their structural performance was investigated through nonlinear time-history analyses by using seven spectrum-compatible accelerograms. For the seismic intensity and modelling assumptions considered in this work, it is found that the proposed design methodology controls the lateral displacements of the buildings well. Keywords: displacement based design, steel frame-RC wall buildings, drift, displacement, time-history analyses Garcia et al (2010) Development of a displacement based design method for steel frame-RC wall buildings.pdf

Study on Steel Plate Shear Wall (SPSW) with Cutout During Seismic Excitations International Journal of Science and Research (IJSR) ISSN (Online): 2319-7064 Volume 4 Issue 8, August 2015 www.ijsr.net Asheena Sunny1, Kavitha P.E.2 1(M.Tech Student, Civil Department SNGCE, Ernakulam, Kerala, India) 2(Assoc. Professor, Civil Department, SNGCE, Ernakulam, Kerala, India) Abstract: Steel plate shear wall (SPSW) is rapidly gaining popularity as a very effective lateral load resisting system in highly seismic areas. This system consists of steel infill plate surrounded by boundary beams and columns. Steel plate shear wall has high initial stiffness and very effective in reducing the lateral displacement of structures. In some situations existence of cutouts are unavoidable due to architectural reasons, structural reasons and/or installed heating and cooling systems on the walls. Cutouts in the steel infill plate leads to a decrease in lateral load resisting capacity and improper functioning of the systems and also results in an intense variation in stress distribution. In this paper, the effect of variation in cutout size and cutout shape in steel plate shear wall has been studied by performing time history analysis. The effect of these variables on displacement and stress distribution was analysed and discussed. Keywords: Steel plate shear wall, Time history analysis, Drift limitation, Cutout , Displacement. دانلود: [Hidden Content] SUB157811.pdf