本科土木工程土木工程专业英语A期末考试及答案(共5页).doc
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1、精选优质文档-倾情为你奉上商丘师范学院20162017学年度第一学期期终考试建筑工程学院土木工程专业2014级本科(土木班)土木工程英语试卷说明: (1)本试卷共4页、四大题,分为试卷I、试卷II两部分;(2)答卷一律在试卷II相应处进行,答在其它处不得分。试卷I一、填空题(专业词汇互译,每空1分,本题满分20分)将各题正确答案填在试卷II相应位置处。1.foundation 2.concrete 3.project 4. member 5.beam 6.cement 7.subsoil 8. column 9. construction 10. building code11. deflec
2、tion 12.truck 13. steel 14.design 15. slab 16.strength17.material 18.timber 19. arch 20. formwork21.弯矩22.重度23.含水量24.建筑规范25.土力学26.砖石结构27.力学性能28.应用力学29.泊松比30.深基础二、单项选择题(每小题2分,本题满分20分)将各题正确答案代码填在试卷II相应位置处。31. The forces that act on a structure are called .A. loadsB. materialC. formD. project32. loads a
3、re those that are permanent, including the weight of the structure itself.A. ceilingB. windC. deadD. snow33. A graceful roof, sometimes in several tiers, with , is the most characteristic hallmark of Chinese architecture.A. hanging; upturned eavesB. overhanging; turned eavesC. hanging; turned eavesD
4、. overhanging; upturned eaves34. Since the random variation of the load is a function of time, the modeling should take this into .A. tendB. accountC. exampleD. safe35. The of the live load at any given time may be quite different from that specified by the building code.A. heightB. largeC. areaD. m
5、agnitude36. A structure is if its response to loading is directly proportional to the magnitude of the applied load.A. linearB. nonlinearC. elasticD. soft37. The yield is also increased by cold working.A. formB. stressC. planeD. product38. failure under variable amplitude stress cycles is assessed u
6、sing Miners rule.A. fatigueB. breakC. compressiveD. bending39. If there is reinforcement in the tension zone only, it is called a .A. trussB. singly reinforced beamC. doubly reinforced beamD. column40. A member is said to be when the steel is stressed after the concrete has hardened to specific desi
7、gn strength.A. pulledB. drawnC. post-tensionedD. observed专心-专注-专业商丘师范学院20162017学年度第一学期期终考试建筑工程学院土木工程专业2014级本科(土木班)土木工程英语试卷试 卷 II题 号一二三四总 分总分人得 分得分评卷人一、填空题(每空1分,本题满分20分)将试卷I填空题中各题正确答案填入下列相应空格上。1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 3
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