4.1. Space Organization of Subsystems 4.2. Total System Analysis 4.3. New Design Concepts 4.4. Examples
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3.5 Space Structures of Columns and Frames Buildings conceived as columnar space structures by considering a simple rectangular space-form enclosed by four slender columns
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3.1 Building Systems 3.2 The Hierarchy of Structural Action 3.3 Building Forms Conceived as Solid Structures 3.4 Building Forms Conceived as Space Structures
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2.2 Estimating Overall Forces -Vertical dead loads(5~10kN/m²) -Vertical live loads = equivalent dead loads(2~5kN/m²) - Horizontal wind load - Horizontal earthquake load 2.3 Aspect Ratios and Overturn Resistance Aspect ratio (h/d) is one of the main considerations in schematic level. It is very important for overall stability of a building against overturning. 2.4 Strength and Stiffness of Buildings Carrying capacity –enough strength (against loads) Rigidity of building – enough stiffness (against deformation) 2.5 Symmetry and Asymmetry in Building Forms Asymmetry building is caused by: - asymmetry of building elevation - asymmetry of supporting system - asymmetry of dead loads or live loads
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1.1. Introduction 1.2 The Architectural Design Process 1.3 Different Educational Modes 1.4 Structures and Other Subsystems
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1.1. Introduction 1.2 The Architectural Design Process 1.3 Different Educational Modes 1.4 Structures and Other Subsystems
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上海交通大学:《结构概念设计 Conceptual design》教学资源(课程讲义)Conceptual Design for Structures
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上海交通大学:《结构概念设计 Conceptual design》教学资源(课程讲义)Conceptual Design for Structures
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上海交通大学:《结构概念设计 Conceptual design》教学资源(课程讲义)Chapter 7 Overall Design of Vertical Subsystem(VS)7.4. Rigid Frame Subsystem 7.5. Deflections
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