JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

DESIGN OF HIGH RISE BUILDINGS

M.Tech I Year (R22)

Pre-requisites

Structural analysis I and II

Course Objectives:

  • 1. To understand the design aspects of Transmission Towers and Masts
  • 2. To understand the analysis and design of Steel and RC Chimneys
  • 3. To develop through understanding of the loading and structural forms of Tall Buildings
  • 4. To understand the modelling for analysis of Tall Buildings

Course Outcomes

After completion of the course, students should be able to

  • 1. Analyze and Design Transmission Line Towers and Masts
  • 2. Analyze and Design Steel Chimney
  • 3. Analyze and Design RC Chimney
  • 4. Understand various loadings and structural forms of Tall Buildings and perform modal analysis

UNIT - I

Loading and Design Principles: Loading- sequential loading, Gravity loading, Wind loading, Earthquake loading, - Equivalent lateral force, modal analysis - combination of loading, – Static and Dynamic approach - Analytical and wind tunnel experimental methods - Design philosophy - working stress method, limit state method and plastic design.

UNIT - II

Behaviour of Various Structural Systems: Factors affecting growth, height and structural form. High rise behaviour, Rigid Frames, braced frames, In filled frames, shear walls, coupled shear walls, wall- frames, tubulars, cores, outrigger - braced and hybrid mega systems.

UNIT - III

Analysis and Design: Modeling for approximate analysis, Accurate analysis and reduction techniques, Analysis of buildings as total structural system considering overall integrity and major subsystem interaction, Analysis for member forces, drift and twist - Computerized three dimensional analysis – Assumptions in 3D analysis – Simplified 2D analysis.

UNIT - IV

Structural Elements: Sectional shapes, properties and resisting capacity, design, deflection, cracking, prestressing, shear flow, Design for differential movement, creep and shrinkage effects, temperature effects and fire resistance.

UNIT - V

Stability of Tall Buildings: Overall buckling analysis of frames, wall-frames, Approximate methods, second order effects of gravity of loading, P-Delta analysis, simultaneous first-order and P-Delta analysis, Translational, Torsional instability, out of plumb effects, stiffness of member in stability, effect of foundation rotation.

REFERENCES:

  • 1. Taranath B.S., “Structural Analysis and Design of Tall Buildings”, McGraw Hill, 1988.
  • 2. Beedle.L.S., “Advances in Tall Buildings”, CBS Publishers and Distributors, Delhi, 1986.
  • 3. Bryan Stafford Smith and Alexcoull, “Tall Building Structures - Analysis and Design”, John Wiley and Sons, Inc., 2005.
  • 4. Gupta.Y.P.(Editor), Proceedings of National Seminar on High Rise Structures - Design and Construction Practices for Middle Level Cities, New Age International Limited, New Delhi,1995.
  • 5. Lin T.Y and Stotes Burry D, “Structural Concepts and systems for Architects and Engineers”, John Wiley, 1988. M. Tech in COMPUTER AIDED STRUCTURAL ENGINEERING I YEAR II – SEMESTER

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