Earthquake is the one of the main natural disaster for human inhabitation. Disaster causes drastic damage to man-made structures like High rise building and Infrastructures. In this paper main focus is on the high-rise building. The high rise building classified as Regular shape building and Irregular shape building. While designing a irregular building several challenges occurs which can be not be neglected. Primarily concerning aspects of Irregular building are structural analysis, building planning, construction complexity and also building performance under different kind of loadings and design parameters. In this work provision of shear wall and bracing system is taken into consideration to enhance the lateral stiffness of building, Ductility and to take measures against the lateral displacement. Two type of building models are developed and analysis by E-tab software. In the present work G + 14 multi storey building is analyzed with using shear wall and bracing system. It is analyzed and results of storey displacement, Drift, Overturning Moment & Base shear are evaluated and compared with normal shear wall and bracing system model.

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Structural Analysis of Irregular Structure with and Without Shear Wall and Bracing

  • Sangram Mule,
  • C. P. Pise,
  • A. A. Kamble

摘要

Earthquake is the one of the main natural disaster for human inhabitation. Disaster causes drastic damage to man-made structures like High rise building and Infrastructures. In this paper main focus is on the high-rise building. The high rise building classified as Regular shape building and Irregular shape building. While designing a irregular building several challenges occurs which can be not be neglected. Primarily concerning aspects of Irregular building are structural analysis, building planning, construction complexity and also building performance under different kind of loadings and design parameters. In this work provision of shear wall and bracing system is taken into consideration to enhance the lateral stiffness of building, Ductility and to take measures against the lateral displacement. Two type of building models are developed and analysis by E-tab software. In the present work G + 14 multi storey building is analyzed with using shear wall and bracing system. It is analyzed and results of storey displacement, Drift, Overturning Moment & Base shear are evaluated and compared with normal shear wall and bracing system model.