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 11 Foundations

词汇

1. cap 柱帽

2. combined footing 联合基础

3. differential settlement  不均匀沉降

4. grid foundation 交叉条形基础

5. joint 接缝

6. mat/raft foundation 筏形基础

7. pile foundation 桩基础

8. property line 地界线

9. punching shear冲切力

10. sloped footing锥形基础

11. spread footing扩展基础

12. stepped or pedestal footing 阶梯形基础

13. strip footing 条形基础

14. box foundation箱形基础

句子

1. 如果上部土层的承载力在采用扩展基础时不足够,但是在更深的位置有更坚固地层,可用桩将荷载传至那些更深的地层。

If the bearing capacity of the upper soil layers is insufficient for a spread foundation, but firmer strata are available at greater depth, piles are used to transfer the loads to these deeper strata.

2. 沉降量取决于很多因素,例如土体类型,荷载集中程度,埋置深度和基础类型。

The amount of settlement depends on many factors, such as the type of soil, the load intensity, the depth below ground level, and the type of foundation.

3. 对于可压缩土,可采用一阶近似假定(线性假定),即,给定地点的变形或沉降和该地点所承受的压力成正比。

For compressible soils, it can be assumed in first approximation that the deformation or settlement of the soil at given location and the bearing pressure at that location are proportional to each other.