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Mayank Kumar
India
Приєднався 22 вер 2013
Lessons from Past Earthquake | Brick Masonry & Non Structural Element
Above video explains the lessons learnt from Pat Earthquake in case of Unreinforced Brick Masonry Buildings along with safety of crucial Non-structural Elements in a Structure during Earthquake Shaking.
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Відео
Lessons from Past Earthquakes | RC & Wooden Frame Buildings
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Above video explains on the Lessons that over a period of time have been observed, leaned from the Past Earthquake in the history and now bein implemented in EQ Resistant design of RC & Wooden Frame Buildings.
Twisting of Structures in Earthquake | Ductile Chain Design Concept
Переглядів 9493 роки тому
Above video explains vividly how a structure twist under Earthquake Shaking by comparing the building with the analogy a swing. The concept of Ductile Chain Design is also explained and why Weaker-Beam & Stronger-Column combination is aimed in design of EQ Resistant Structure is also explained.
Structures Performance during Earthquake | Architectural Discrepancies
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Above video explains on the performance of Structure due to difference in architectural features like - Size, Proximity, Plan, Vertical Layout etc. due to Inertial Load induced due to Earthquake Shaking.
Soil Structure Interaction | Effects & Analysis
Переглядів 5 тис.3 роки тому
Above video is on the Soil Structure Interaction (SSI) Effects and two Methods of Analysis of SSI i.e. Direct Approach of Finite Element Method & Substructure Approach of Superposition Principle.
Soil Structure Interaction (SSI) | Introduction & Considerations
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Above video explains on the study of Soil Structure Interaction (SSI) in Earthquake Engineering in case of Heavy Hydraulic Structures, Nuclear Reactors, High Rise Buildings & Similar structures built on Soft Soil. #SSI #Soil Structure Interaction
Mitigation of Soil Liquefaction
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Above video is on the different methods of Mitigation of Soil Liquefaction.
Soil Liquefaction | Introduction & Criteria
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Above video explains the phenomena in which soil behaves like a liquid, also known as Soil Liquefaction resulting from the ground shaking due to Earthquake type dynamic loading.
Seismology Assignment
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Above is the assignment video on Seismology - Generation, Propagation & Measurement of Seismic Activity in question answer format.
Intensity & Magnitude of Earthquake
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Above video explains in detail on the size of Earthquake in Qualitative Term (Intensity) & Quantitative Term (Magnitude) and remove the prevailed confusion between two.
Measurement of Seismic Waves
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Above video explains the measurement of Seismic Waves that have generated during an Earthquake from a source of energy beneath the surface. Seismograph is used to measure Earthquake, it has basically three main components - Sensor, Recorder & Timer.
Elastic Stress Waves | How Earthquake Propagates?
Переглядів 5893 роки тому
Above video explains on different types of Elastic Stress Waves as P-wave, S-wave & Surface Wave (Rayleigh Wave & Love Wave). These waves are the means of propagation of Strain energy released at the point of initiation in radial direction in case of an Earthquake.
Elastic Rebound Theory | How Earthquake Originates?
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Above video explains in detail the reason of origin of Earthquake due to vibrations produced in rock masses due to fracture as per Elastic Rebound Theory.
Faults in the Earth's Crust
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Above video explains on different types of Faults as a nucleus of any seismic activity, Strike & Dip directions, Hanging & Foot Walls, Throw & Heave Slips and different types of Faults like Normal, Reverse, Strike Slip & Oblique Faults.
Type of Plate Boundaries
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Above video explains on different types of Plate Boundaries in Earthquake Engineering numbering Divergent, Convergent & Transform Boundaries.
Numerical on Short Term Prestress Loss
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Numerical on Short Term Prestress Loss
Measurement of Damping | Logarithmic Decrement & Half Power Bandwidth Method
Переглядів 4,5 тис.3 роки тому
Measurement of Damping | Logarithmic Decrement & Half Power Bandwidth Method
Analysis of PSC by Load Balancing Method
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Analysis of PSC by Load Balancing Method
Numerical Based on Force Method of Analysis
Переглядів 1033 роки тому
Numerical Based on Force Method of Analysis
Equation of Motion in Viscous Damping | Critical Damping
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Equation of Motion in Viscous Damping | Critical Damping
Upload more videos in this course
Kain se website par hai video sir
Thank you for the great presentation
👍
Neglecting load due to self weight??
Please share the document
Bro black water cannot be reused, but grey water can be
Hii Mayank, Which book you are referring in this video.
Hello This is Julio From Perú, (South America), your English is so weird hmmm. Sorry.
Never do that in a hazardous production environment! It is the wrong solution to a problem. Valve closing time should be calculated based on the type of fluid, length of pipe and diameter. Air relief valves are only there to make sure the piping system is completely flooded.
Namaste sir i am karnataka person Mohan your mobile place send me
Super bro
In 12:45 your mass is incorrect you did not put power of 2 so the answer is 0.422kg
Are bhai iye background mai music kyu aa raha hai....band karo usko
Please share your no.
Hello sir
GIVE ME PPT FILE PLZ
Nice
your whatsup number please
Thank you for a help
Very good
Sir which text book u r using
despite the little boredom in the video, it has been really informative and nice. Thanks
Textbook name please ?
Nicely explained
Its really useful for all.
Brother uh shud provide pdfs too
Nice man but just to tell you that the maximum amplitude does not happen in fn when you have damping which is also from your resonance plot it is shown. fmax=fn*sqrt(1-2ro^2)
How about high rise building? Where should we apply or install the ARV?
I was just finding my surroundings where was this music playing 😂but that was background music btw lecture was very informative thnku sir🙏
Sir, please sends your contact no. for study
Dear sir. I have got a actual project and problems I need your advice I will pay for your advice. Can we set a zoom meeting please?
i wish you could elaborate more on structural damping, maybe in real life situations. Thanks
Not Air relief wall it's pressure relief wall at 1:02
Sir can you please provide me this ppt
Awesome
Sir book konsi h
SS Bhavikatti
how do u calculate that self weight of the beam? can u plz elaborate in english again
Self weight of beam is uniformly distributed throughout the length. So self weight per unit length = (Density of concrete = 24kN/m³) × (Volume of beam per unit length = Cross sectional area = width×depth)
@@MayankKumar-cg3mr ok Sir 👍
Well done! mayank, what an effort to explain!
Sir Can U please provide the pdf . Thank You!!
sir... What is the name of that textbook
Damodarsamy
excellent communication skill sir
Nice explaination sir ty🙃☺️
Thanku sir.. very helpful
best explanation 👌🏻👌🏻👌🏻👌🏻👌🏻
great explanation with 3d animation videos .
3:23 "to synch*" and not "to sink"
Hindi bta do
Nice
Awsome explination.