home.iitk.ac.inhome.iitk.ac.in/~vinaykg/Iset380.pdf · Created Date: 3/2/2004 1:06:28 PM

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Transcript of home.iitk.ac.inhome.iitk.ac.in/~vinaykg/Iset380.pdf · Created Date: 3/2/2004 1:06:28 PM

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Introduction to SPCOM Group - home.iitk.ac.inhome.iitk.ac.in/~gkrabhi/Content/SPCOM.pdf · Digital Image/Video Coding and Processing, H.264, Scalable Video Coding. 4 Govind Sharma

Introduction to SPCOM Group - home.iitk.ac.inhome.iitk.ac.in/~gkrabhi/Content/SPCOM.pdf · Digital Image/Video Coding and Processing, H.264, Scalable Video Coding. 4 Govind Sharma

PROBABILISTIC MODELING OF EARTHQUAKE HAZARD …home.iitk.ac.in/~vinaykg/Iset470.pdf · PROBABILISTIC MODELING OF EARTHQUAKE HAZARD IN STABLE CONTINENTAL ... 50 Probabilistic Modeling

PROBABILISTIC MODELING OF EARTHQUAKE HAZARD …home.iitk.ac.in/~vinaykg/Iset470.pdf · PROBABILISTIC MODELING OF EARTHQUAKE HAZARD IN STABLE CONTINENTAL ... 50 Probabilistic Modeling

THE EARLY ENTRANCE OF DYNAMICS IN EARTHQUAKE …home.iitk.ac.in/~vinaykg/Iset474.pdf · 4 The Early Entrance of Dynamics in Earthquake Engineering: Arturo Danusso’s Contribution

THE EARLY ENTRANCE OF DYNAMICS IN EARTHQUAKE …home.iitk.ac.in/~vinaykg/Iset474.pdf · 4 The Early Entrance of Dynamics in Earthquake Engineering: Arturo Danusso’s Contribution

home.iitk.ac.inhome.iitk.ac.in/~vinaykg/Iset_38_tn.pdf · compaction was accomplished by dropping a 170 kN weight, 3 to 6 times, from a height of approximately 21 m on a grid spacing

home.iitk.ac.inhome.iitk.ac.in/~vinaykg/Iset_38_tn.pdf · compaction was accomplished by dropping a 170 kN weight, 3 to 6 times, from a height of approximately 21 m on a grid spacing

SAFETY ASSESSMENT OF EXISTING PILED FOUNDATIONS IN LIQUEFIABLE …home.iitk.ac.in/~vinaykg/Iset_43_tn2.pdf · 134 Safety Assessment of Existing Piled Foundations in Liquefiable Soils

SAFETY ASSESSMENT OF EXISTING PILED FOUNDATIONS IN LIQUEFIABLE …home.iitk.ac.in/~vinaykg/Iset_43_tn2.pdf · 134 Safety Assessment of Existing Piled Foundations in Liquefiable Soils

IGC 2017 GeoNEst PROGRAM SCHEDULE - home.iitk.ac.inhome.iitk.ac.in/~hsrajesh/index_files/IGC 2017.pdf · 9:30 9:40 Corporate Presentation: Maccaferri Environmental Solutions Pvt.

IGC 2017 GeoNEst PROGRAM SCHEDULE - home.iitk.ac.inhome.iitk.ac.in/~hsrajesh/index_files/IGC 2017.pdf · 9:30 9:40 Corporate Presentation: Maccaferri Environmental Solutions Pvt.

home.iitk.ac.inhome.iitk.ac.in/~vyas/publication/31-Response of... · Vibration related metal fatigue is known to be a predominant cause of the failure of turbine blades. Different

home.iitk.ac.inhome.iitk.ac.in/~vyas/publication/31-Response of... · Vibration related metal fatigue is known to be a predominant cause of the failure of turbine blades. Different

Shear Strength Lecture - home.iitk.ac.inhome.iitk.ac.in/~priyog/Shear Strength Lecture.pdf · Shear box test - disadvantages uniform deformations and stresses in the specimen. The

Shear Strength Lecture - home.iitk.ac.inhome.iitk.ac.in/~priyog/Shear Strength Lecture.pdf · Shear box test - disadvantages uniform deformations and stresses in the specimen. The

home.iitk.ac.inhome.iitk.ac.in/~vyas/publication/22-Blade damping measurements in... · J. S. Rao Science Counsellor Embassy Of India Washington, D.C. ... rotor speed only, obtained

home.iitk.ac.inhome.iitk.ac.in/~vyas/publication/22-Blade damping measurements in... · J. S. Rao Science Counsellor Embassy Of India Washington, D.C. ... rotor speed only, obtained

MULTI-COMPONENT GROUND MOTION RESPONSE SPECTRA …home.iitk.ac.in/~vinaykg/Iset485.pdf · 260 Multi-Component Ground Motion Response Spectra for Coupled Horizontal, Vertical, Angular

MULTI-COMPONENT GROUND MOTION RESPONSE SPECTRA …home.iitk.ac.in/~vinaykg/Iset485.pdf · 260 Multi-Component Ground Motion Response Spectra for Coupled Horizontal, Vertical, Angular

GIS-BASED URBAN SEISMIC RISK ASSESSMENT …home.iitk.ac.in/~vinaykg/Iset497.pdf42 GIS-Based Urban Seismic Risk Assessment Using RISK.iitb Scientifically realistic earthquake damage

GIS-BASED URBAN SEISMIC RISK ASSESSMENT …home.iitk.ac.in/~vinaykg/Iset497.pdf42 GIS-Based Urban Seismic Risk Assessment Using RISK.iitb Scientifically realistic earthquake damage

SEISMIC EVALUATION AND RETROFITTING OF BUILDINGS …home.iitk.ac.in/~vinaykg/Iset469.pdf · 32 Seismic Evaluation and Retrofitting of Buildings and Structures analysis is performed.

SEISMIC EVALUATION AND RETROFITTING OF BUILDINGS …home.iitk.ac.in/~vinaykg/Iset469.pdf · 32 Seismic Evaluation and Retrofitting of Buildings and Structures analysis is performed.

SEISMIC PERFORMANCE AND VULNERABILITY OF INDIAN …home.iitk.ac.in/~vinaykg/Iset502.pdf · SEISMIC PERFORMANCE AND VULNERABILITY OF INDIAN ... interstorey drift. The seismic ... 30

SEISMIC PERFORMANCE AND VULNERABILITY OF INDIAN …home.iitk.ac.in/~vinaykg/Iset502.pdf · SEISMIC PERFORMANCE AND VULNERABILITY OF INDIAN ... interstorey drift. The seismic ... 30

Courtesy: Images on the internet - home.iitk.ac.inhome.iitk.ac.in/~mkh/Talks/Bubbles_Whisky_Wine_PRL.pdf · As a whisky drop dries, a combination of molecules in the liquid ensure

Courtesy: Images on the internet - home.iitk.ac.inhome.iitk.ac.in/~mkh/Talks/Bubbles_Whisky_Wine_PRL.pdf · As a whisky drop dries, a combination of molecules in the liquid ensure

Non-Traditional Machining Processes - home.iitk.ac.inhome.iitk.ac.in/~jrkumar/download/Non-Traditional Machining... · Abrasive Jet Machining (AJM) ... Brittle materials are considered

Non-Traditional Machining Processes - home.iitk.ac.inhome.iitk.ac.in/~jrkumar/download/Non-Traditional Machining... · Abrasive Jet Machining (AJM) ... Brittle materials are considered

EFFECTIVE CONTROL OF EARTHQUAKE RESPONSE USING TUNED ...home.iitk.ac.in/~vinaykg/Iset521.pdf · 54 Effective Control of Earthquake Response Using Tuned Liquid Dampers acceleration

EFFECTIVE CONTROL OF EARTHQUAKE RESPONSE USING TUNED ...home.iitk.ac.in/~vinaykg/Iset521.pdf · 54 Effective Control of Earthquake Response Using Tuned Liquid Dampers acceleration

home.iitk.ac.inhome.iitk.ac.in/~vinaykg/Iset414.pdf · side of pier between lintel and sill bands ... The right piers between the lintel and sill bands of north shear wall of the

home.iitk.ac.inhome.iitk.ac.in/~vinaykg/Iset414.pdf · side of pier between lintel and sill bands ... The right piers between the lintel and sill bands of north shear wall of the

TOWARDS PERFORMANCE-BASED SEISMIC DESIGN OF MDOF ...home.iitk.ac.in/~vinaykg/Iset440.pdf · 54 Towards Performance-Based Seismic Design of MDOF Structures with Explicit Consideration

TOWARDS PERFORMANCE-BASED SEISMIC DESIGN OF MDOF ...home.iitk.ac.in/~vinaykg/Iset440.pdf · 54 Towards Performance-Based Seismic Design of MDOF Structures with Explicit Consideration

Receiver for 3G DECT Physical Layer - home.iitk.ac.inhome.iitk.ac.in/~rohitbr/pdf/3G_DECT_txrx.pdf · B field (if GFSK) Demodulated GFSK data @ 2.304 MHz. ... • Issues involved

Receiver for 3G DECT Physical Layer - home.iitk.ac.inhome.iitk.ac.in/~rohitbr/pdf/3G_DECT_txrx.pdf · B field (if GFSK) Demodulated GFSK data @ 2.304 MHz. ... • Issues involved

home.iitk.ac.inhome.iitk.ac.in/~vinaykg/pap16.pdf · iii) The centres of mass of the floors lie on one verti- cal axis, which coincides with the Z-axis, but the eentres of stiffness

home.iitk.ac.inhome.iitk.ac.in/~vinaykg/pap16.pdf · iii) The centres of mass of the floors lie on one verti- cal axis, which coincides with the Z-axis, but the eentres of stiffness