![Dr. Mohamed Noureldin](/img/default-banner.jpg)
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Dr. Mohamed Noureldin
South Korea
เข้าร่วมเมื่อ 12 ก.พ. 2019
This channel is dedicated to civil and structural engineers and students who are seeking in-depth knowledge regarding structural engineering.
Special emphasis is given to topics such as the seismic design of structures, design of steel structures, and structural dynamics.
My website: sites.google.com/view/seismicdesignai/home?authuser=0
My LinkedIn profile: www.linkedin.com/in/mohamed-noureldin-08672a92/
Special emphasis is given to topics such as the seismic design of structures, design of steel structures, and structural dynamics.
My website: sites.google.com/view/seismicdesignai/home?authuser=0
My LinkedIn profile: www.linkedin.com/in/mohamed-noureldin-08672a92/
3- 4 Exercise example 4- Car on inclined track
A car weighing 130 kN when fully loaded is pulled slowly up a steep inclined track by a steel cable.
The cable has an effective cross-sectional area of 490 mm2
,and the angle of the incline is 30°. Calculate the tensile stress in the cable.
The cable has an effective cross-sectional area of 490 mm2
,and the angle of the incline is 30°. Calculate the tensile stress in the cable.
มุมมอง: 101
วีดีโอ
3- 3 Exercise example 3- Circular aluminum tube
มุมมอง 5119 ชั่วโมงที่ผ่านมา
a strain gage is placed on the outside of a circular aluminum tube
3-2 Exercise example 2-Brake pedal compressive stress
มุมมอง 77วันที่ผ่านมา
Brake pedal compressive stress
3-1 Exercise example 1-Solid circular post under compression
มุมมอง 6414 วันที่ผ่านมา
Solid circular post under compression
3- Examples on normal stress and strain
มุมมอง 10514 วันที่ผ่านมา
Examples-Normal stress and strain for hollow circular tube and circular steel rod
2- Normal stress and strain
มุมมอง 15021 วันที่ผ่านมา
The most fundamental concepts in the mechanics of materials are stress and strain.
1- Introduction to mechanics of materials
มุมมอง 20921 วันที่ผ่านมา
Definition Objective of mechanics of materials The need of mechanics of materials Theoretical vs experimental approaches The historical background
29-Heat Equation 3- Both ends kept at zero temperature
มุมมอง 321ปีที่แล้ว
29-Heat Equation 3- Both ends kept at zero temperature
26-Wave equation-5 Nonzero initial displacement and velocity
มุมมอง 5042 ปีที่แล้ว
26-Wave equation-5 Nonzero initial displacement and velocity
25-Wave equation-4 Zero initial displacement
มุมมอง 2472 ปีที่แล้ว
25-Wave equation-4 Zero initial displacement
24-Wave equation-3 Zero initial velocity Examples
มุมมอง 1592 ปีที่แล้ว
24-Wave equation-3 Zero initial velocity Examples
23-Wave equation-2 Zero initial velocity
มุมมอง 1822 ปีที่แล้ว
23-Wave equation-2 Zero initial velocity
21-Fourier Integral- 5 Fourier transform
มุมมอง 1242 ปีที่แล้ว
21-Fourier Integral- 5 Fourier transform
20-Fourier Integral- 4 Fourier Cos and sine integrals example
มุมมอง 1412 ปีที่แล้ว
20-Fourier Integral- 4 Fourier Cos and sine integrals example
19-Fourier Integral- 3 Fourier Cos and Sine integrals
มุมมอง 1562 ปีที่แล้ว
19-Fourier Integral- 3 Fourier Cos and Sine integrals
Hysteretic model 5- max response of strength and stiffness degrading hysteretic models
มุมมอง 5802 ปีที่แล้ว
Hysteretic model 5- max response of strength and stiffness degrading hysteretic models
Hysteretic model 4- max response of stiffness degrading hysteretic models
มุมมอง 6852 ปีที่แล้ว
Hysteretic model 4- max response of stiffness degrading hysteretic models
Hysteretic model 3 - strength and stiffness degrading and nonlinear elastic hysteretic models
มุมมอง 2.9K2 ปีที่แล้ว
Hysteretic model 3 - strength and stiffness degrading and nonlinear elastic hysteretic models
Hysteretic model 2- Elastic perfectly plastic and stiffness degrading models-2
มุมมอง 1.2K2 ปีที่แล้ว
Hysteretic model 2- Elastic perfectly plastic and stiffness degrading models-2
Introduction to types of seismic hysteretic rules-1
มุมมอง 1.7K2 ปีที่แล้ว
Introduction to types of seismic hysteretic rules-1
4. ASCE 41-Two dimensional mathematical modeling-part 4- Nonlinear static and dynamic modeling
มุมมอง 4982 ปีที่แล้ว
4. ASCE 41-Two dimensional mathematical modeling-part 4- Nonlinear static and dynamic modeling
3. ASCE 41- Two dimensional mathematical modeling-part 3- Basic assumptions in modeling
มุมมอง 7292 ปีที่แล้ว
3. ASCE 41- Two dimensional mathematical modeling-part 3- Basic assumptions in modeling
Well explained, we are heart fully thankful to you…. | UAE
Sir pls I need PDF of these lectures
Easy explaination thx
Thank you sir
best
Asalamualaikum Dr Mohammad, would you please share these slides if possible
best teacher on youtube subscription added
هل أستطيع تواصل معك من اجل ملفات
Thank you Dr. Mohamed
Alhamdulillah
Thank you
Dear sir, Kindly requested for video on design reinforce concrete
hello DR. Please make a video about soil structure interaction
nVery clear explanation, thank you very much
Dear Dr Mohamed, are there additional lectures in this course?
Thanks Dr Mohamed, are there additional lectures in the course of structural dynamics?
يامرحبا يادكتور محمد والله اشتقنا لمحاضراتك الله يسعدك ويزيدك علما
welcome back dr. mohamed
❤
Sir examples 3.7,8, and 9 did you solve them anywhere ?
Highly Recommended Playlist
Highly Recommended Playlist
Highly Recommended Playlist
Thank you so much sir one request sir please make a video on understanding of the manual
Sir where I get pdf of all videos
@dr.mohamed noureldin the story K is 24EI/L3 bcz there two parrallel columns in one story? 15:36
Thank you very much Dr.Mohamed for the informative video
god blees you sir.......best explanation for all subjects you did
thank you doctor .... but the stiffness of each story i think (46.29x2) don't 46.29 because we have two columns at each story
AoA sir G in this example if the value of KxL does not equal to KyL Then which value is taken either KxL or KyL value?
Youre the only person that explains this in the actual detail that it needs to be explained in.... Alhamdulillah.
Dr. Please still make a videos, like dynamic earthquake for water tank. 🙏
Thank you !
Really happy with these videos, thank you sm
Dr. Mohamed how I communicate with you?
Thanks a lot
Assalamuallikum Dr, Could you provide notes of these topics Dynamic equation of equilibrium for MDOF systems (undamped case), solution of free vibration response for undamped systems, eigenvalue problems, natural modes, and properties. Introduction to Systems with Distributed mass (Continuous Systems), response spectrum Dynamic response of MDOF systems by mode superposition method, Modal Participation Factors, orthogonality relationships of principal modes, general approach of linear systems ,static condensation method. Introduction to Pushover Analysis.
Thank you Dr. !
1/0/6 is not 1.62 its 1.67. Little correction 30:22
21:00 I laughed a little bit after he said Im sure you didnt understand anything 🤣
Please how can me get the course materials
salam Jameel Dr. Mohammed which video has the more explanation about redundancy,plz?
شكرا جزيلا علي المجهود الرائع واذا سمحت كيف احصل علي الملفات ال pdf للمحاضرات؟
thank you very much brother.
Thanks to mr.Dr Mohamed for this e.book Steel Structure Design.
here in 2024.... you're awesome!!!
Thank you sir
Why are the formulas at 0:57 different from those towards the end?
Thank u for ur lecture it was very entertaining and simple to understand
ver esto, me ha hecho feliz