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31. Tenders were called for in 1923 either arch or a cantilever bridge would meet the requirements.

32. Then, applying the theory to solve the cantilever beam and simply supported simple beam structure of the integrity and the cracked state analytical solution.

33. The efficiency of the method is validated by numerical simulation studied on a damage cantilever beam.

34. The pump is a multi layer circular planar structure, consisting of PMMA (polymethyl methacrylate) pump body, two PZT actuator membranes and three cantilever valves.

35. The transport matrix method is used to analyze internal forces and displacement of arbitrary cantilever horizontally folded beam under arbitrary shape and arbitrary loads.

36. The paper describes the construction process of prestressed cantilever concrete box beam of large bridge, and expounds the control index and attention rule during this process.

37. From the cantilever bridge construction phase data can be seen throughout the construction process of stress change entirely reasonable.

38. There are many computational methods on capping plate of masonry multi-arch dam, such as independent arch method, arch cantilever method, FEM, structural modeling, cylindrical method and so on.

39. Cantilever Racking:It is fit for long material, annulation, boards, and irregular goods.

40. The vibration of cantilever is detected by a fiber Bragg grating ( FBG ) glued on the cantilever.

41. The sleeve barrel is movably connected with the cantilever arm.

42. Keywords: micro - cantilever sensor, mechanical model, piezo - resistive materials, finite element method.

43. The full stress design of a cantilever beam under a combined load is discussed.

44. This paper elaborates theory, composition and method of operation of self - propelled - shield - type cantilever supporting in tunnel faces.

45. Micron - sized cantilever beams of a 304 steel were fabricated by focused - ion - beam ( FIB ).

46. The frequency equations of the simply supported beam and cantilever beam are given.

47. The bending of magneto-electro-elastic cantilever beam with point force at free end treated as plane stress problem is investigated.

48. The design of cantilever beam, joist and battered column in the upper structure was introduced. The anti-float of deep foundation problem and baseplate and concrete external wall were introduced.

49. Objective: To evaluate a method to restore maxillary lateral incisor with adhesion and cantilever bridge.

50. The calculating method of deflection for double tapered cantilever beam is introduced.

51. Bending behaviors of functionally gradient piezoelectric curved cantilever was studied.

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52. A cantilever bracket shown in Fig .3 - 1 might be quite helpful.

53. The idea of cantilever construction is ancient in the Orient.

54. A model for analyzing the large deflection of an elastic cantilever beam with constraint under uniformly distributed load was established.

55. With hoisting method by double cantilever beam, the hoisting of large steel trusses was get success.

56. Applying the inverted triangular distribution of lateral force to the cantilever column with variable section, and the displaced shape of it is regarded as initial lateral displacement mode.

57. By means of wind tunnel simulation, characteristics of wind loading on membrane cantilever structures of concave and convex shape are studied corresponding to Zhaoyuan and Dazhou Stadium in China.

58. Light Film Cantilever Slitter Rewinder Features similar to the VSR model but specialized for productivity with narrow films and tapes.

59. The author introduces the technique of cantilever turn-over formwork and gallery formwork used for Baise RCC main dam.

60. Cantilever bridge in general, the gap between the cantilever tip is closed, the road to provide a continuous deck.