上海交通大学:《结构概念设计 Conceptual design》教学资源_拓展教学资料_2010上海世博会建筑
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中华人民共和国国家标准:GB 50009-2012《建筑结构荷载规范 Iρad code for the design of building structures》2012-05-28发布,2012-10-01实施
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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)参观现代集团江欢成建筑设计院
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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)Introduction of WTC
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10.1. Introduction 10.2. High-rise Buildings of Shear-wall 10.3. High-rise Buildings of Rigid Frame 10.4. High-rise Buildings of Tube
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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)水平与竖向构件
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The reasons to limit lateral deflection are: - To avoid damage problem in building associated with shear racking and bending deflection. - To avoid uncomfortable horizontal movement of the occupants
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7.1. Overall Structural Behavior of VS 7.2. Shear Wall Subsystem 7.3. Shaft (Tube) Subsystem 7.4. Rigid Frame Subsystem
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5.1. Dead Loads 5.2. Live Loads, Snow and Wind Loads 5.3. Earthquake Loads 5.4. Internal and External Movement 5.5. Response of structures and codes
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5.1. Dead Loads 5.2. Live Loads, Snow and Wind Loads 5.3. Earthquake Loads 5.4. Internal and External Movement 5.5. Response of structures and codes
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