Challenge

Project 1_Comparative study of different storey buildings for Seismic forces

Aim:

To Compare fundamental natural periods of buildings X, Y and Z. using ETABS.

Procedure:

Building X:

Step 1:

1) Go to Define -> Material Properties -> Concrete material

2) Create new properties as shown below.

Step 2:

1) Go to Define -> Section Properties -> Frame Sections

2) Create new properties by Add new property and choose Rectangular

3) Add the new column dimension of 800 x 800. Name it as Column.

Step 3:

1) Go to Define -> Section Properties -> Frame Sections

2) Create new properties by Add new property and choose Rectangular

3) Add the new Beam dimension of 550 x 300. Name it as Beam.

Step 4:

1) Go to Define -> Section Properties -> Slab Sections

2) Edit Slab 1 Property & Slab thickness as 150mm.

3) Add the created Beams Column & Slab to created grid.

Step 5:

1)Define the Load cases and Mass source data for seismic load.

2) Assign the brick load of 10 kN/m2 on beam meber.

2) Assign live load of 3 kN/m2 on floor.

4) Click on Run Analysis.

5) Add diaphragms to the each floors.

6) Analysis of model is completed.

Step 6:

1) Go to Display -> Show table -> And click on Modal participating ratio from Structural output.Click ok.

Building Y:

Step 1:

1) Create copy of Building X another multi storey building.

2) Go to edit -> Add stories & Grid system -> Edit story data.

3) Add multiple story to the building.

Step 2:

1) Define another properties for beam & column.

2) Assign the new properties.

Step 3:

1) Assign the Diaphragm & load loading on structure.

2) Run analysis.

Step 4:

1) Go to Display -> Show table -> And click on Modal participating ratio from Structural output.Click ok.

Building Z:

Step 1:

1) Create copy of Building X another multi storey building.

2) Go to edit -> Add stories & Grid system -> Edit story data.

3) Add multiple story to the building.

Step 2:

1) Define another properties for beam & column.

2) Assign the new properties.

Step 3:

1) Assign the Diaphragm & load loading on structure.

2) Run analysis.

Step 4:

1) Go to Display -> Show table -> And click on Modal participating ratio from Structural output.Click ok.

Conclusion:

1) When comparing these building there is significant difference due to different column sizes. The fundamental period of building X is 0.36 and for Y is 0.48. similarly for building Z is 3.8.

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