Advanced Wind Load Analysis Course According ASCE
Haitham Hamdy
Course Overview
INTRODUCTION TO THE COURSE
يعد هذا الكورس من الكورسات المتقدمة في تصميم المنشأت الخرسانية والمعدنية لمقاومة احمال الرياح
حيث سيتم شرح جميع بنود الكود الأمريكي والتطبيق علي امثلة مانيوال وكذالك التطبيق علي مشاريع متنوعة علي برامج التصميم
يتكون الكورس من 3 مستويات بإجمالي 45 محاضرة
المستوي الأول : يتكون من 18 محاضرة سيتم فيها فهم التحليل الانشائي لاحمال الرياح بالتفصيل وتأثيرها علي المنشأت المتنوعة وشرح التصميم اليدوي لأحمال الرياح
بالطرق المتنوعة التي نص عليها الكود الأمريكي
ENVELOPE PROCEDURE – DIRECTIONAL PROCEDURE – WIND TUNNEL TEST
المستوي الثاني : يتكون من 10 محاضرات سيتم التطبيق اليدوي علي 12 مثال مانيوال علي مشاريع متنوعة وهذه الأمثلة تشمل تصميم النظام الانشائي المقاوم لأحمال
الرياح و التغطيات بالطرق المختلفة التي سبق شرحها في الجزء الأول و كذلك تصميم المنشآت الخاصة مثل
الملحقات فوق السطح و اللوحات الإعلانية و القبة الدائرية و الخزانات و أبراج الضغط العالي و المباني المفتوحة و المباني غير منتظمة الشكل
المستوي الثالث : يتكون من 17 محاضرة سوف نقوم بالتطبيق العملي علي 6 مشاريع متنوعة خرسانية ومعدنية
المشروع الأول : مبني خرساني عالي و سيتم شرح ادخال احمال الرياح وشرح بالتفصيل كيفيه حساب الازاحة الطابقية علي المبني نتيجة احمال الرياح
المشروع الثاني : مبني معدني هانجر ستيل
المشروع الثالث : مبني معدني مظلة سيارات مفتوح و سيتم ادخال احمال الرياح علي الإطارات
المشروع الرابع : قبة دائرية مرتكزه علي حائط اسطواني
المشروع الخامس : سطح منحني مرتكز علي اعمده
المشروع السادس : ادخال احمال الرياح علي برج ضغط عالي و كابلات
High Rise Concrete Building – Steel Building With Gable Roof – Steel Building Car Shed With Monoslope Roof – Dome With Circular Base
Arched Slab Based On Columns – Transmission Tower ( Trussed Tower)
COURSE OBJECTIVES
- Identify The Basic Physics Driving The Generation Of Wind And The Forces This Imposes On Engineering Structures.
- Define The Wind Loading Chain – The Concept On Which All Modern International Design Standards Are Based.
- Calculate Wind Loads On Structures With Reference To American Society Of Civil Engineers ( ASCE ).
- Identify The Importance Of Structural Dynamics For Wind Sensitive Structures
- Study The Behaviors Of Tall Structures and Various Structural Systems Under Wind Loads With An Example Using Of ASCE..
- Apply Engineering Software ( ETABS & SAP ) For Wind Load Analysis.
- Differentiate The Significant Changes to the Wind Load Provisions of (ASCE 7-05) & (ASCE 7-10) & (ASCE 7-16) & (ASCE 7-22)
COURSE OUTCOMES
- Apply (ASCE 7 – 16) To Interpret And Incorporate The Fundamentals Of Wind Engineering
- Design Concrete And Steel Buildings For Wind Loads As Per ASCE Code Manually And Compare It Using (ETABS & SAP) Software
- Design Components & Cladding, Chimneys, Tanks – Similar Structures, Open Signs, Single Plane Open Frames, Open Structures, Trussed Towers, And Roof Solar Arrays For Wind Loads
- Design Tall Building For Wind Loads As Per ASCE Code (Aerodynamics And Structural Dynamics)
- Apply Wind Tunnel Testing And The Interpretation Of Results
- Distinguish Different Codes i.e. (ASCE 7 – 05) & (ASCE 7 – 10) & (ASCE 7 – 16) & ( ASCE 7 – 22) Changes
- كتب الكورس اكثر من 1000 صفحة
- المشاريع التي تم الطبيق عليها
- شيتات اكسيل للتصميم
Course Content
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LEVEL 1- Analysis Of Building Structures Against Wind Loading
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2- WIND LOAD ANALYSIS METHODS
00:46:26 -
3- BUILDINGS CLASSIFICATION & RISK CATEGORY
00:24:22 -
4- BASIC WIND SPEED
00:53:05 -
5- EXPOSURE CATEGORY & VELOCITY PRESSURE EXPOSURE COEIFIENTS
00:34:44 -
6- TOPOGRAPHIC FACTOR
00:45:27 -
7- WIND DIRECTIONALITY FACTOR & GROUND ELEVATION FACTOR&TIME PERIOD AND FREQUENCY&GUST EFFECT FACTOR
00:55:09 -
8- GUST EFFECT FACTOR EXAMPLES
00:18:52 -
9- CHAPTER 27 - PART 1 & DIRECTIONAL PROCEDURE
00:58:46 -
10- DIRECTIONAL PROCEDURE EXAMPLES
00:52:20 -
11- CHAPTER 27 - PART 2 & SIMPLIFIED METHOD
00:32:35 -
12- CHAPTER 28 - ENVELOPE PROCEDURE & SIMPLIFIED METHOD
00:47:24 -
13- CHAPTER 30 - PART 1 & ENVELOPE PROCEDURE
00:42:50 -
14- CHAPTER 30 - PART 2 & PART 3 & PART 4
00:51:58 -
15- CHAPTER 30 & PART 5 & PART 6 & PART 7
00:58:06 -
16- CHAPTER 29 & DIRECTIONAL PROCEDURE
00:45:39 -
17- CHAPTER 29 & ROOFTOP SOLAR PANELS
00:31:08 -
18- CHAPTER 27 & DOMED ROOFS & ARCHED ROOFS
00:23:27
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LEVEL 2- Manual Examples For Wind Load Analysis According To ASCE
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19- ( EXAMPLE - 1 ) & TALL OFFICE BUILDING & DIRECTIONAL PROCEDURE
00:45:25 -
20- (EXAMPLE - 2) & SIMPLIFIED METHOD FOR BUILDING LESS THAN 160 ft TALL
00:28:22 -
21- ( EXAMPLE - 3 ) & COMMERCIAL WAREHOUSE METAL BUILDING
00:33:42 -
22- ( EXAMPLE - 4 ) & ENVELOPE PROCEDURE
00:20:54 -
23- (EXAMPLE -5)- SHOPS WITH ROOFTOP EQUIPMENT&(EXAMPLE 6) -SIMPLIFIED METHOD FOR LOW RISE BUILDING
00:34:42 -
24- ( EXAMPLE - 7 ) & COMMERCIAL BUILDING WITH MONOSLOPE ROOF AND OVERHANG
00:38:31 -
25- ( EXAMPLE - 8 ) & OPEN BUILDING WITH GABLE ROOF
00:16:24 -
26- ( EXAMPLE - 9 ) & DOMED ROOF BUILDING
00:25:23 -
27- ( EXAMPLE - 10 ) & UNUSUALLY SHAPED BUILDING
00:18:52 -
28- (EXAMPLE - 11) - BILL BOARD SIGN ON FLEXIBLE POLES & (EXAMPLE - 12) - TANK WITH TRUSSED TOWER
00:28:23
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LEVEL 3- ( Etabs & Sap ) Demonstration For Wind Analysis Of An Examples Structure
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29- (PROJECT–1) Design Wind Load For Concrete High Rise Building Part 1
01:06:15 -
30- (PROJECT–1) Design Wind Load For Concrete High Rise Building Part 2
00:45:47 -
31- (PROJECT–1) Design Wind Load For Concrete High Rise Building Part 3
00:42:19 -
32- (PROJECT–1) Design Wind Load For Concrete High Rise Building Part 4
01:30:23 -
33- (PROJECT – 2) Design Wind Load For Steel Building With Gable Roof Part 1
00:58:42 -
34- (PROJECT – 2) Design Wind Load For Steel Building With Gable Roof Part 1
00:56:21 -
35- (PROJECT – 2) Design Wind Load For Steel Building With Gable Roof Part 3
01:01:12 -
36- (PROJECT – 2) Design Wind Load For Steel Building With Gable Roof Part 4
01:28:04 -
37- (PROJECT – 2) Design Wind Load For Steel Building With Gable Roof Part 5
00:28:05 -
38- (PROJECT – 3) & Design Wind Load For Steel Building Car Shed With Monoslope Roof Part 1
00:23:34 -
39- (PROJECT – 3) & Design Wind Load For Steel Building Car Shed With Monoslope Roof Part 2
00:33:34 -
40- (PROJECT – 3) & Design Wind Load For Steel Building Car Shed With Monoslope Roof Part 3
01:02:36 -
41- ( PROJECT – 4 ) & Design Wind Load For Dome With Circular Base Part 1
00:41:13 -
42- ( PROJECT – 4 ) & Design Wind Load For Dome With Circular Base Part 2
00:47:13 -
43- ( PROJECT – 4 ) & Design Wind Load For Dome With Circular Base Part 3
00:29:14 -
44- ( PROJECT– 5) & Design Wind Load For Arched Slab Based On Columns ( Open Structure )
00:59:11 -
45- (PROJECT – 6) & Design Wind Load For Transmission Tower ( Trussed Tower) & With Cables
00:48:33
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