ThiNganHang Sách - Tài liệu thi tuyển
30 câu trắc nghiệm Quản trị nguồn nhân lực (Có Đáp án)
122482
1161
0
TABLE OF CONTENTS
CHAPTER 1. OVERVIEW OF BUILDING’S ARCHITECTURE .............................. 1
Project introduction ............................................................................................. 1
Architectural features - solutions ......................................................................... 3
1.2.1. Floor plan – functional subdivision .............................................................. 3
1.2.2. Traffic system ............................................................................................... 5
CHAPTER 2. OVERVIEW OF BUILDING’S STRUCTURE ..................................... 6
Design material .................................................................................................... 6
2.1.1. Standards – regulations applied .................................................................... 6
2.1.2. Software used ............................................................................................... 7
2.1.3. Calculation principles ................................................................................... 7
2.1.4. Material criteria ............................................................................................ 8
Structural plan ..................................................................................................... 9
2.2.1. Structural plan for vertical load .................................................................... 9
2.2.2. Structural plan for lateral load .................................................................... 10
Preliminary cross-sectional dimensions ............................................................ 10
CHAPTER 3. LOADS AND ACTIONS ...................................................................... 11
Static load .......................................................................................................... 11
3.1.1. Loads the structural floor layers ................................................................. 11
3.1.2. Loads of masonry wall ............................................................................... 12
Live load ............................................................................................................ 15
Wind load .......................................................................................................... 16
3.3.1. Static wind load .......................................................................................... 16
3.3.2. Dynamic wind load ..................................................................................... 18
Seismic load ....................................................................................................... 26
3.4.1. Oscillation analysis in seismic load calculation ......................................... 26
3.4.2. Calculation of earthquakes by response spectrum analysis method ........... 27
3.4.3. Features of earthquake calculation ............................................................. 27
3.4.4. Calculation and combination of oscillation seismic modes........................ 30
Load combination .............................................................................................. 34
3.5.1. Load Patterns .............................................................................................. 34
3.5.2. Load Cases .................................................................................................. 35
3.5.3. Load combinations ..................................................................................... 35
CHAPTER 4. CHECKING SERVICEABILITY LIMIT STATE (SLS) .................... 37
Factors to consider before running ETABS ...................................................... 37
4.1.1. Stiffness modifiers ..................................................................................... 37
4.1.2. Automatic rigid-zone area over column/shear wall ................................... 38
Checking the condition of anti-overturning stability ........................................ 38
Checking the condition of peak acceleration .................................................... 39
Checking the condition of peak displacement .................................................. 39
Checking the condition of drift ......................................................................... 41
Checking the P-Delta effect .............................................................................. 43
CHAPTER 5. ROOFTOP WATER TANK DESIGN ................................................. 46
Design parameters ............................................................................................. 46
5.1.1. Water supply in the building ...................................................................... 46