Name : Mr. Ravikant Sharma
Discipline: Civil engg.
Course: M.tech
Semester :IISub code: -MTSE-106 A
Subject:Advanced Steel Design
Lesson Plan Duration: 15 weeks (w.e.f Jan., 2020 to April, 2020)
Week |
Theory | |
Lecture Day | Topic | |
1 |
1 | Properties of Steel |
2 | Mechanical Properties | |
3 | Hysteresis | |
2 |
4 | Theory |
5 |
Theory |
|
6 | Theory | |
3 |
7 | Ductility |
8 | Hot Rolled Sections | |
9 | compactness and non-compactness | |
4 |
10 | Slenderness |
11 | residual stresses | |
12 | Test and Discussion of Unit 1 | |
5 |
13 | Design of Steel Structures |
14 | Numericals | |
15 | Inelastic Bending Curvature | |
6 |
16 | Plastic Moments |
17 | Design Criteria | |
18 | Stability, Strength, Drift | |
7 |
19 | Numericals |
20 | Numericals | |
21 | Numericals | |
8 |
22 | Stability of Beams |
23 | Local Buckling of Compression Flange &Web | |
24 | Numericals | |
9 |
25 | Lateral Torsional Buckling |
26 | Stability of Columns | |
27 | Numericals | |
10 |
28 | Slenderness Ratio |
29 | Bracing of Column about Weak Axis | |
30 | Numericals | |
11 | 31 | Numericals |
32 | Method of Designs | |
33 | Allowable Stress Design | |
12 |
34 | Plastic Design |
35 | Load and Resistance Factor Design | |
36 | Test and Discussion of Unit 3 | |
13 |
37 | Strength Criteria |
38 | Beams – Flexure, Shear, Torsion | |
39 | Columns – Moment Magnification Factor | |
14 |
40 | Effective Length PM Interaction |
41 | Biaxial Bending, Joint Panel Zones. | |
42 | Drift Criteria: P Effect | |
15 |
43 | Deformation Based Design |
44 | Connections: Welded, Bolted, Location Beam Column | |
45 | Column Foundation, Splices. |
Discipline : CivilEngineering
Course : M.tech
Semester : II
Subject : Advanced Design of Foundation Subject code: -MTSE-116 A
Lesson PlanDuration: 15 weeks (w.e.f Jan., 2020 to April, 2020)
Week | Theory | Practical | ||
Lecture
day |
Topic (including assignment/ test) | Practical day | Topic | |
Unit-I | ||||
1st | 1 | Planning of Soil Exploration | ||
2 | for Different Projects | |||
3 | Methods of Subsurface Exploration | |||
2n
d |
4 | Methods of Borings along with Various Penetration Test | ||
5 | Shallow Foundations | |||
6 | Requirements for Satisfactory Performance of Foundations | |||
3r
d |
7 | Methods of Estimating Bearing Capacity Settlements of Footings and Rafts | ||
8 | Theory | |||
9 | Theory | |||
4th | 10 | Theory | ||
11 | Proportioning of Foundations using Field Test Data | |||
12 | Pressure – Settlement Characteristics from Constitutive Laws | |||
UNIT-II | ||||
5th | 13 | Pile Foundations | ||
14 | Theory | |||
15 | Methods of Estimating Load Transfer of Piles | |||
6th | 16 | Settlements of Pile Foundations | ||
17 | Pile Group Capacity and Settlement | |||
18 | Theory | |||
7th | 19 | Laterally Loaded Piles | ||
20 | Theory | |||
21 | Pile Load Tests | |||
8th | 22 | Analytical Estimation of Load | ||
23 | Settlement Behavior of Piles | |||
24 | Proportioning of Pile Foundations | |||
UNIT-III | ||||
9th | 25 | Ist Sessional Test | ||
26 | Lateral and Uplift Capacity of Piles | |||
27 | Well Foundation | |||
10th | 28 | IS and IRC Code Provisions | ||
29 | Elastic Theory |
30 | Ultimate Resistance Methods | |||
11th | 31 | Tunnels and Arching in Soils | ||
32 | Pressure Computations around Tunnels | |||
33 | Open Cuts | |||
12th | 34 | Sheeting and Bracing Systems in Shallow and Deep Open Cuts in Different Soil Types | ||
35 | Coffer Dams | |||
36 | Theory | |||
13th | 37 | Various Types | ||
38 | Analysis and Design | |||
39 | Foundations under uplifting loads | |||
14th | 40 | Theory | ||
41 | Soil-structure interaction | |||
42 | Theory | |||
15th | 43 | Theory | ||
44 | Theory | |||
45 | Theory |
Discipline: Civil engg.
Course: M.tech
Semester : II Sub code: -MTSE-102 A
Subject: Finite Element Method in Structural Engineering
Lesson Plan Duration: 15 weeks (w.e.f Jan., 2020 to April, 2020)
Week |
Theory | |
Lecture Day | Topic | |
1 |
1 | History and Applications |
2 | Spring and Bar Elements
|
|
3 | Spring and Bar Elements | |
2 |
4 | Numericals |
5 |
Numericals |
|
6 | Numericals | |
3 |
7 | Numericals |
8 | Minimum Potential Energy Principle | |
9 | Direct Stiffness Method, Nodal Equilibrium equations | |
4 |
10 | Assembly of Global Stiffness |
11 | Matrix, Element Strain and Stress | |
12 | Test and Discussion of Unit 1 | |
5 |
13 | Numericals |
14 | Numericals | |
15 | Beam Elements: Flexure Element | |
6 |
16 | Element Stiffness Matrix |
17 | Element Load Vector | |
18 | Numericals | |
7 |
19 | Method of Weighted Residuals: Galerkin Finite Element Method |
20 | Application to Structural Elements, Interpolation Functions | |
21 | Numericals | |
8 |
22 | Compatibility and Completeness Requirements |
23 | Polynomial Forms | |
24 | Applications | |
9 |
25 | Test and Discussion of Unit 2 |
26 | Types: Triangular Elements | |
27 | Rectangular Elements | |
10 |
28 | Three-Dimensional Elements |
29 | Isoparametric Formulation | |
30 | Axi-Symmetric Elements | |
11 | 31 | Numerical Integration |
32 | Gaussian Quadrature | |
33 | Numericals | |
12 |
34 | Numericals |
35 | Numericals | |
36 | Test and Discussion of Unit 3 | |
13 |
37 | Numericals |
38 | Numericals | |
39 | Numericals | |
14 |
40 | Numericals |
41 | Application to Solid Mechanics | |
42 | Plane Stress, CST Element | |
15 |
43 | Plane Strain Rectangular Element |
44 | Isoparametric Formulation of the Plane Quadrilateral Element | |
45 | Test and Discussion of Unit 4 |
Discipline : CivilEngineering
Course : M.tech
Semester : II
Subject : Structural Dynamics Subject code: – MTSE-104 A
Lesson PlanDuration: 15 weeks (w.e.f Jan., 2020 to April, 2020)
Week | Theory | Practical | ||
Lecture
day |
Topic (including assignment/ test) | Practical day | Topic | |
Unit-I | ||||
1st | 1 | Introduction | ||
2 | Objectives | |||
3 | Importance of Vibration Analysis | |||
2n
d |
4 | Numericals | ||
5 | Numericals | |||
6 | Numericals | |||
3r
d |
7 | Nature of Exciting Forces | ||
8 | Mathematical Modeling of Dynamic Systems. | |||
9 | Single Degree of Freedom System | |||
4th | 10 | Free and Forced Vibration with and without Damping | ||
11 | Response to Harmonic Loading | |||
12 | Numericals | |||
UNIT-II | ||||
5th | 13 | Response to General Dynamic Loading using Duhamel‟s Integral | ||
14 | Fourier Analysis for Periodic Loading | |||
15 | State Space Solution for Response | |||
6th | 16 | Numerical Solution to Response | ||
17 | using Newmark Method and Wilson Method | |||
18 | Numericals | |||
7th | 19 | Numericals | ||
20 | Numericals | |||
21 | Numericals | |||
8th | 22 | Numerical Solution for State Space Response using Direct Integration. | ||
23 | Numericals | |||
24 | Numericals | |||
UNIT-III | ||||
9th | 25 | Ist Sessional Test | ||
26 | Multiple Degree of Freedom System (Lumped parameter) | |||
27 | Two Degree of Freedom System | |||
10th | 28 | Multiple Degree of Freedom System | ||
29 | Inverse Iteration Method for Determination of Natural |
30 | Frequencies and Mode Shapes | |||
11th | 31 | Dynamic Response by Modal Superposition Method | ||
32 | Numericals | |||
33 | Numericals | |||
12th | 34 | Numericals | ||
35 | Numericals | |||
36 | Numericals | |||
13th | 37 | Direct Integration of Equation of Motion | ||
38 | Multiple Degree of Freedom System (Distributed Mass and Load) | |||
39 | Single Span Beams | |||
14th | 40 | Free and Forced Vibration | ||
41 | Generalized Single Degree of Freedom System | |||
42 | Special Topics in Structural Dynamics (Concepts only): Dynamic Effects of Wind Loading, | |||
15th | 43 | Moving Loads, Vibrations caused by Traffic | ||
44 | Blasting and Pile Driving | |||
45 | Foundations for Industrial Machinery, Base Isolation |
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