Iitk-gsdma-eq

Give me Codes of the IITK-GSDMA. Where can I get IITK-GSDMA Guidelines for seismic design of liquid storage? What information will I get from these Guidelines? Can I download this information in PDF or DOCX Format? Can I get this information in hard copy from the IIT Kanpur campus?

Can you provide me the IITK (Indian Institute of Technology Kanpur) -GSDMA (Gujarat State Disaster Management Authority) Guidelines for Seismic Design of Liquid Storage Tanks?

[sumit]

The IITK (Indian Institute of Technology Kanpur) -GSDMA (Gujarat State Disaster Management Authority) Guidelines for Seismic Design of Liquid Storage Tanks are as follows:

Participants

Prepared by:
Sudhir K. Jain, Indian Institute of Technology Kanpur
O R Jaiswal, Visvesvaraya National Institute of Technology, Nagpur

Reviewed by:
P K Malhotra, FM Global, USA
L K Jain, Structural Consultant, Nagpur
Additional review comments by:
A R Chandrasekaran, Hyderabad
K K Khurana, IIT Roorkee
Rushikesh Trivedi, VMS Consultants, Ahmedabad

GSDMA Review Committee:
V. Thiruppugazh, GSDMA, Gandhinagar
Principal Secretary, UDD, Gandhinagar
Sr. Town Planner, Gandhinagar
Secretary, Roads and Buildings, Gandhinagar
A. S. Arya, Ministry of Home Affairs, New Delhi
Alpa Sheth, Vakil Mehta Sheth Consulting Engineers, Mumbai

CONTENTS
PART 1: Provisions and Commentary
0. –INTRODUCTION 1
1. –SCOPE 6
2. – REFERENCES 7
3. – SYMBOLS 8
4. – PROVISIONS FOR SEISMIC DESIGN 12
4.1 – GENERAL 12
4.2 – SPRING MASS MODEL FOR SEISMIC ANALYSIS 12
4.2.1 – Ground Supported Tank 13
4.2.2 – Elevated Tank 19
4.3 – TIME PERIOD 22
4.3.1 – Impulsive Mode 22
4.3.2 – Convective Mode 26
4.4 – DAMPING 28
4.5 – DESIGN HORIZONTAL SEISMIC COEFFICIENT 28
4.6 – BASE SHEAR 34
4.6.1 – Ground Supported Tank 34
4.6.2 – Elevated Tank 34
4.7 – BASE MOMENT 35
4.7.1 – Ground Supported Tank 35
4.7.2 – Elevated Tank 36
4.8 – DIRECTION OF SEISMIC FORCE 37
4.9 – HYDRODYNAMIC PRESSURE 40
4.9.1 – Impulsive Hydrodynamic Pressure 40
4.9.2 – Convective Hydrodynamic Pressure 41
4.9.5 – Pressure Due to Wall Inertia 43
4.10 – EFFECT OF VERTICAL GROUND ACCELERATION 49
4.11 – SLOSHING WAVE HEIGHT 50
4.12 – ANCHORAGE REQUIREMENT 50
4.13 – MISCELLANEOUS 51
4.13.1 – Piping 51
4.13.2 – Buckling of Shell 51
4.13.3 – Buried Tanks 51
4.13.4 – Shear Transfer 52
4.13.5 – P- Delta Effect 52


IITK-GSDMA Guidelines for Seismic Design of Liquid Storage Tanks