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Wind Engineering

Special Structures : Umbilical tower, steel chimneys, bridge decks, etc

  • Studies on aerodynamic and aeroelastic behaviour of special structures
  • Evaluation of aerodynamic force coefficients for design of structures
English

Power Plant Structures – RC Chimneys

  • Assessment of along wind and across wind bending moment and tip deflections
  • Design pressure distributions at different levels on cooling towers
  • Evaluation of meridional and Hoop stress resultants on cooling towers
  • Evaluation of interference factors
    English

    Tall Buildings

    • Evaluation of aerodynamic force coefficients on tall buildings
    • Estimation of peak pressure coefficient for cladding design
    • Studies on tall buildings have been carried out for M/s Sane Associates, M/s Raheja Universal Pvt. Ltd, M/s Jaiprakash Associates, M/s ONGC Ltd, M/s Maharashtra Housing and Area Development Authority (MHADA), etc
    English

    Low-rise Structures

    • Assessment of Design wind pressure coefficients/distributions
    • Specialised design of multi-purpose cyclone shelter for KfW, Germany
    • Studies have been carried out for M/s Krupp Industries India Ltd, M/s BMTPC, M/s McNally Bharat Engg. Co. Ltd, etc
    English

    Failure Investigations on Microwave Lattice Towers during Cyclones

    Failure Investigations on Microwave Lattice Towers during Cyclones

    Along the coastal regions of India, many microwave lattice towers have collapsed during cyclones with lesser wind speeds than the design basic wind speed. Hence, failure investigations have been carried out to identify the possible failure reasons by considering the cyclone wind characteristics, viz. turbulence intensity and turbulence spectrum.

    English

    Full-scale Investigations on Free Standing and Guyed Lattice Towers

    Full-scale Investigations on Free Standing and Guyed Lattice Towers

    Lattice steel towers are used for a number of diverse purposes, namely, telecommunications, radio and television broadcasting, observation, power transmission and lighting supports, etc. The need to design a lattice tower for resonant dynamic response due to wind load arises when the natural vibration frequency (fundamental frequency) of the structure is low enough to be excited by the turbulence in the natural wind.

    English