GOPALAN COLLEGE OF ENGINEERING AND MANAGEMENT Department of Civil Engineering COURSE PLAN

Transcription

1 Appendix - C GOPALAN COLLEGE OF ENGINEERING AND MANAGEMENT Department of Civil Engineering Academic Year: Semester: EVEN COURSE PLAN Semester: VIII Subject Code& Name: 10CV834 &EARTHQUAKE RESISTANT DESING OF STRUCTURES Name of Subject Teacher: KALYANI DONGARKAR Name of Subject Expert (Reviewer): K PRABHAKAR For the Period: From: to Details of Book to be referred: Text Books T1: Resistant Design of Structures- Pankaj Agarwal, Manish Shrikhande, PHI India T2: Resistant Design of Structures- S K Duggal, Oxford University Press, 2007 Reference Books Website R1: Resistant Design -Anil Chopra R2: Engineering Damage Assessment and Structural design -S F Borg (John Wiley and sons. 1983) R3: IS 1893: 2002 W1: Lectu re NO Topic Planned UNIT-1 Introduction Engineering Seismology ground motion Theory of plate tectonics Practical Applications & Brief objectives To know the interiors of the earth, seismology, Causes and the Book referred with pg no. T1-3,7 T1-4-9 Planned Date Executed Date Deviation Reasons thereof How Made Good / Reciprocate arrangement Remarks by HOD

2 Seismic waves Magnitude and Intensity of s Local site effects effects of earthquakes Calculations of Seismic loads for earthquake resistant designs. T T T Seismic zoning map of India Revision/ Tutorial T2: 25 IS1893:2002 seismology and earthquakes UNIT-2 Seismic Design T Parameters Introduction To know the 9. Types of s- Design parameters T Intensity and magnitudes (Structural Dynamics) T ground Motion Characteristics: Amplitude properties, Duration, Effect of distance Ground Motion Characteristics Calculation of seismic load on the structure T T Design Spectrum Construction of design spectrum T Response Spectrum from the parameters Revision UNIT 3 Structural modeling- 1D,2D, 3D Code based Seismic design method- Static analysis To understand simplification of the structures for load calculations, T1-194 T

3 Code based Seismic design method- dynamic analysis Response Reduction factors Response Control concept 19. Seismic evaluation 20. Retrofitting Methods 21. Ductile Detailing evaluation of affected and techniques of retrofitting Calculation of seismic loads, condition assessment, retrofitting Outcome: knowledge of structural modeling, seismic T1-198 T T , T , IS 13920: Revision evaluation and retrofitting techniques 23. UNIT 4 Building characteristics, Irregularities know the effect of T1: architecture on Vertical irregularity seismic behaviour 25. Horizontal irregularity, plan configuration problems Planning resistant architecture 26. Effect of structural irregularities on RC building W1 27. Seismo resistant building architecture T1: Lateral load resisting systems earthquake T2: resistant 29. architecture Revision T2-107 IS1893: IS1893: T2:114 IS1893: T1 IS1893:

4 30. UNIT 5: Seismic Design philosophy Determination of Design lateral forces by Equivalent lateral force procedure T1: IS1893: T1: understand the IS1893: Numerical problem design procedure by static and 33. Numerical problem T1: dynamic analysis IS1893: methods Numerical problem T1: IS1893:2002 Determination of Design Calculation of IS 35. lateral forces by Dynamic Seismic load at 1893: Analysis procedure different locations T1: Numerical problem 37. Numerical problem IS1893:2002 static and dynamic design procedure Numerical problem T1: Revision / Unit Test UNIT 6 Step by step procedure for seismic analysis of RC IS1893: Equivalent static lateral force method (3 storey without infill) Numerical problem Equivalent static lateral force method (4 storey) Numerical problem. know the step by step procedure of analysis and design IS1893: IS1893:

5 Equivalent static lateral force method (4 storey) Numerical problem. Response spectrum Method Numerical problem (3 storey) Response spectrum Method Numerical problem (3 storey) Response spectrum Method Numerical problem (4 storey) resistant Design of resistant analysis and design IS1893: IS1893: IS1893: IS1893: Revision UNIT 7: Analysis and design of RC Preliminary data T1: Loading data, Load combinations Analysis of sub frame (3 storey without infill) Design of sub frame (3 storey without infill) Analysis of sub frame (4 storey without infill) Design of sub frame (4 storey without infill) learn Analysis and design of RC resistant Design of resistant analysis and design of RC T1: T1: 375 T1: T1: 375 T1: Revision / Numerical problem Revision / Numerical problem

6 UNIT 8: Resistant Design of Masonry Buildings general introduction Compressive and Flexural strength of Structural Masonry 58. Tensile and Shear Strength of Structural Masonry 59. Lateral Load Analysis Determination of lateral loads 60. Lateral Load Analysis Distribution of lateral loads 61. Design of 2 storey Masonry building- numerical problem 62. Design of 2 storey Masonry building- numerical problem To gain the knowledge of elastic properties of masonry structures. Design of economical earthquake resistant structure in remote areas Resistant Design of masonry Structures T1-427, T1: T1: T1: T1: Revision / Unit Test Revision Solving 65. Revision VTU Question Paper 66. Revision Revision Prepared By: Reviewed by: Approved by: Approved by: (Faculty) (Sub. expert) (HOD) (Principal/ Acad. Co) Date & Sign Date & Sign Date & Sign Date & Sign