Projects | Studio
PG - MSED - Studio - 2 | Spring 2021 | Design of RCC G+10 building resting on Sloping Ground
  • Student SHETH PARTH NAYANKUMAR
  • Code PSD20236
  • Faculty Technology
  • Tutor/s Aanal Shah,Bhairav Patel,AKHILA MUTHA
  • TA Dhruv harshadkumar Patel,Kina Shah

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The Project was about to Design & Analyze the High-Rise RCC G+10 building resting on sloping ground which is located in EQ Zone V. Main problem statement was to Study behavior of building resting on sloping ground, Preparing various alternatives after providing extra ties at the base& compare behavior of models, Check the effects of Torsional irregularities, Vertical irregularities (Short column-Long column)& mitigate drifts and torsional irregularities by providing shear walls. Also, calculate center of mass & center of stiffness of the building. Design should be Earthquake resistant based. Member should be design& detail as per Indian Codal Provisions.

Problem Statement, Architectural Plan, & Workflow of the project
Behavior of structure on sloping ground, Trails of structural system
Load Calculation & Static Check
Comparison of stiffness, frame participation of each frame after providing extra ties to the structure
Comparison of displacement in column, Bending moment in columns & beam after providing extra ties, Study & comparison of short column-long column
Iterations for controlling drift in the building
Initial behavior of building, Calculation of center of mass & center of stiffness & iterations for shear wall.
Comparison of frame participation, Storey drift & Relative storey drift in two models with shear walls & Without shear walls. Comparative study of valley side & Crest side of columns in two models with shear walls & Without shear walls.
Dynamic loading in RS-x, RS-z, Comparison of story shear in static & dynamic loading
Summary