上海交通大学：《结构概念设计 Conceptual design》教学资源_Conceptual Design for Structures

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

7.1. Overall Structural Behavior of VS 7.2. Shear Wall Subsystem 7.3. Shaft (Tube) Subsystem 7.4. Rigid Frame Subsystem

4.1. Space Organization of Subsystems 4.2. Total System Analysis 4.3. New Design Concepts 4.4. Examples

CONCEPTUAL DESIGN OF SIMPLE DISTILLATION COLUMNS Goals: Determine feasibility of proposed separation Estimate tray and reflux requirements Estimate column diameter and height

CONCEPTUAL DESIGN OF SIMPLE DISTILLATION COLUMNS Goals: Determine feasibility of proposed separation Estimate tray and reflux requirements Estimate column diameter and height

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

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

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

7.1. Overall Structural Behavior of VS 7.2. Shear Wall Subsystem 7.3. Shaft (Tube) Subsystem 7.4. Rigid Frame Subsystem 7.5. Deflections