Structure IV
Course Objectives:
To understand various structural systems for buildings and their structural performance.
- Lateral Load Resisting Systems(14 hours)
- Lateral loads due to earthquake, wind, water and earth pressure.
- Rigid floor diaphragm
- Center of mass and center of rigidity
- Torsionally uncoupled and coupled systems.
- Moment resisting frames, braced frames
- Shear wall system, combination with moment resisting frames
- Structural systems for high rise buildings.
- Configuration of Buildings, and its Effect on Structural Performance(6 hours)
- Structural arrangement plan
- Mass and stiffness distribution
- Plan irregularity
- Elevation irregularity
- Soft storey and weak storey effects
- Code provisions on configurations of buildings
- Effect of irregularity in configuration
- Introduction to shells, plates and other structures(6 hours)
- Structural behavior of different types of shells
- domes, vaults and folded plates.
- Structural behavior of waffle slabs, ribbed and grid slabs.
- Introduction to prestressed concrete and its use.
- Structural behavior of large span roofs.
- Selection of type of structural components and material of construction
- Approximate Analysis and Design of Building Structures(8 hours)
- Analysis and design for gravity loading
- Substitute frame method of analysis
- Portal and cantilever method of frame analysis
- Analysis and design of buildings for wind load
- Codal provisions for wind loading
- Calculation of wind pressure on walls and roofs of buildings
- Load cases and load combinations for design
- Earthquake Resistant Design of Buildings(10 hours)
- Principles of earthquake resistant design
- Seismic coefficient method
- Seismic weight
- Seismic coefficient method
- Introduction to response spectrum
- Base shear calculation
- Vertical distribution of base shear
- Displacement and drift requirements
- Torsion
- Joint between adjacent buildings
- Ductility and ductile detailing
Reference:
- Dayaratnam, P., “Reinforced Concrete Structures”, Oxford & IBH Publishing Co.
- Jain, A.K., “Reinforced Concrete – Limit State Design”, Nem Chand Bros.
- BIS, IS 1893: 2002 (Part 1) Criteria for earthquake resistant design
- DUDBC, NBC-105:1994 Seismic design of buildings
- BIS, IS 13920: 1993 Ductile detailing of reinforced concrete
Evaluation Scheme:
Units. |
Chapters |
Hours |
Marks Distribution |
1 |
1 |
10 |
16 |
2 |
1, 2 |
8 |
16 |
3 |
1, 3 |
8 |
16 |
4 |
4 |
8 |
16 |
5 |
5 |
10 |
16 |
Total |
44 |
80 |
*Note: There may be minor deviation in marks distribution.
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