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
Flat slab and shear walls

本节主要讲授与无梁楼板剪力墙(Flat slab and shear walls)相关的专业词汇、关键语法、复杂复合句的理解与翻译。

    (1) 剪力墙的作用 (Function of shear walls)

    (2) 剪力墙的设置 (Location of shear walls)

    (3) 无梁楼板剪力墙设计细节 ( Design considerations of flat slab and shear walls)


 

选择题

1. Because planner shear walls are efficient lateral load carriers only in their plane, it is necessary to provide walls in two        directions.

(A) orthogonal;  (B) horizontal;    (C) vertical;    (D) normal.

 

【简答题】

1. Why is flat slab and shear walls adopted?

 

【词汇英译汉】

1. lateral-load-resisting element

2. planar shear wall

3. orthogonal orientation

4. cantilevers

5. overturning moment

【答案】

1. 侧向荷载约束单元

2. 平板剪力墙

3. 正交方向

4. 悬臂构件

5. 倾覆力矩

 

【句子汉译英】

1. 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。

2. 因此,许多工程师通过设计剪力墙来承担横向荷载,完全忽略了框架的作用。

【答案】

1. 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.

2.Many engineers, therefore, ignore the frame action altogether by designing the shear walls to carry the total lateral loads.