目录

  • 1 Translation skills of professional English
    • 1.1 The characters of professional English
    • 1.2 Some translation skills of civil engineering English
    • 1.3 Some translation skills of long sentence
    • 1.4 Reading Materials: Eleven units
    • 1.5 拓展资源
  • 2 Application and development of steel structure
    • 2.1 What is steel structure and main features of steel structures
    • 2.2 Applications and main structural types of steel structures
    • 2.3 State-of-the-art, prospective market and design concept & rationale of steel structures
    • 2.4 Homework(作业:应掌握专业词汇)
    • 2.5 拓展资源
  • 3 Requirements on material properties
    • 3.1 Requirements on material properties
    • 3.2 State of stress and stress concentration            Ductile failure and brittle failure
    • 3.3 Factors affecting steel properties
    • 3.4 Structural steel
    • 3.5 Recent advances of Structural steel
    • 3.6 Homework(作业:应掌握专业词汇)
    • 3.7 拓展资源
  • 4 Compression members
    • 4.1 Resistance of cross-section of compression   members
    • 4.2 Overall stability of uniform (solid-web) compression members
    • 4.3 Local buckling of plate element
    • 4.4 Overall stability and local buckling of laced and   battened compression members
    • 4.5 Homework(作业:应掌握专业词汇)
  • 5 Bending members(beam)
    • 5.1 Introduction
    • 5.2 Cross-sectional resistance of beams
    • 5.3 Lateral-torsional buckling of beams
    • 5.4 Local buckling of plates in beams
    • 5.5 Homework(作业:应掌握专业词汇)
  • 6 Flexural behavior of reinforced concrete beam
    • 6.1 Introduction
    • 6.2 Reinforced Concrete Behavior
    • 6.3 Design of Reinforced Concrete Beam
    • 6.4 Rectangular Beams with Tension and       Compression Reinforcement
    • 6.5 Homework(作业:应掌握专业词汇及句子)
  • 7 Columns and slabs of reinforced concrete
    • 7.1 Definition of columns
    • 7.2 Types of columns
    • 7.3 Type of two-way slab
    • 7.4 Homework(作业:应掌握专业词汇及句子)
  • 8 Fundamentals of prestressing
    • 8.1 Principle of prestressing
    • 8.2 Post-tensioning operation
    • 8.3 Pre-tensioning
    • 8.4 Homework(作业:应掌握专业词汇及句子)
    • 8.5 拓展资源
  • 9 Steel-concrete composite structure
    • 9.1 Application of steel-concrete composite structure
    • 9.2 Composite action in beams
    • 9.3 Composite column
    • 9.4 Design considerations for steel-concrete composite           structure
    • 9.5 Homework(作业:应掌握专业词汇及句子)
  • 10 Masonry construction system
    • 10.1 Unreinforced masonry
    • 10.2 Reinforced masonry
    • 10.3 Confined masonry
    • 10.4 Homework(作业:应掌握专业词汇及句子)
    • 10.5 拓展资源
  • 11 Foundations
    • 11.1 Introduction of foundation
    • 11.2 Types of Foundation
    • 11.3 Strip, grid, and raft foundations
    • 11.4 Pile foundations and Design consideration
    • 11.5 Homework(作业:应掌握专业词汇及句子)
    • 11.6 拓展资源
  • 12 Lateral building system for concrete high-rise building
    • 12.1 Flat slab and columns
    • 12.2 Flat slab and shear walls
    • 12.3 Rigid frame , rigid frame with haunch girders , Core supported structures
    • 12.4 Shear wall-frame, Closely spaced perimeter tube
    • 12.5 Perimeter tube and interior core walls, Exterior diagonal tube, Bundled tubes
    • 12.6 Homework(作业:应掌握专业词汇及句子)
    • 12.7 拓展资源
Homework(作业:应掌握专业词汇及句子)

Unit 12 Lateral bracing system for concrete high-rise building

词汇

1. in-plane 平面内的

2. out-of-plane 平面外的

3. shear wall 剪力墙

4. coupled shear walls 联肢剪力墙

5. rigid frame 刚性框架

6. rigid frame with haunch girders 腋梁框架

7. core supported structure 核芯筒结构

8. shear wall-frame 框架-剪力墙

9. perimeter tube and interior core wall 筒中筒

10.bundled tubes 成束筒

11.shear lag 剪力滞后

句子

1. 在混凝土高层结构中,成束筒的概念就是将两个或多个独立的筒连成一束以减小剪力滞后效应。

The concept of bundled tube in concrete high rises is to connect two or more individual tubes in a bundle with the object of decreasing the shear lag effects.

2. 当两个或多个剪力墙通过梁系或板系连接起来,系统总刚度超过单独剪力墙刚度的总和,这是因为梁或板的连接使系统受力,使梁板成为组合单元,限制了单独悬臂作用。

When two or more shear walls are interconnected by a system of beams or slabs, the total stiffness of the system exceeds the summation of the individual wall stiffness because the connecting beam or slab restrain the individual cantilever action by forcing the system to work as composed unit.

3. 在框架剪力墙体系中,框架的变形基本上属于剪切型,而剪力墙的主要变形由弯曲引起,类似于像悬臂构件。水平变形的一致性产生了二者的相互作用。

In shear wall- frame, the frame basically deforms in a so-called shear mode while the shear wall mainly responds by bending as a cantilever. Compatibility of horizontal deformation produces interaction between the two.