The rapid development of traffic engineering in cold regions and its consequent problems need to be considered.In this paper,the dynamic response characteristics of the tunnel portal section in cold regions with harmo...The rapid development of traffic engineering in cold regions and its consequent problems need to be considered.In this paper,the dynamic response characteristics of the tunnel portal section in cold regions with harmonic load acting on the lining were studied in the frequency domain.The lining is in close contact with the frozen soil,and there is relative movement between the frozen and unfrozen soil due to the phase change.The analytical solution of the vibration of tunnel portal section caused by the harmonic load acting on the lining was derived under the consideration of the anisotropy frost heave of overlying soil.Based on the continuity conditions and boundary conditions,the undetermined coefficients were obtained,and the analytical solutions for different medium displacements and stresses of the cold-region tunnel system were acquired.The vertical pressure coefficient was equivalently simplified as a variable that could be used to replace the thickness of the overlying soil above the tunnel.The analysis of the parameter model shows that the change of the medium parameters(lining,frozen,and unfrozen soil)affects the circumferential stresses,the radial displacements and their peak frequencies of the soil.For example,the increase of density ratio of tunnel lining to frozen soil decreases the radial stresses of the frozen and unfrozen soil;the increase of volumetric frost heaving strain of the frozen soil increases the radial displacements of the frozen surface and decreases the stability of the frozen surface;the increasing of thickness of the frozen soil significantly reduces the radial displacement of unfrozen soil at dimensionless radius η=4.5 compared with that of frozen soil at η=1.5.展开更多
中大型船舶的建造正常都是以分段为单位按区域进行建造。考虑到船体线型、内部结构的布置和施工的方便性,分段划分的形状各异,建造方式也不同。分段建造完毕需要移送冲砂房进行抛丸除锈、根据船舶保护涂层标准(Performance Standard of ...中大型船舶的建造正常都是以分段为单位按区域进行建造。考虑到船体线型、内部结构的布置和施工的方便性,分段划分的形状各异,建造方式也不同。分段建造完毕需要移送冲砂房进行抛丸除锈、根据船舶保护涂层标准(Performance Standard of Protective Coatings,PSPC)保护、喷涂防锈漆等,再运送至船台进行合拢。此过程中的安全起吊、侧翻和翻身等需要考虑的因素很多,特别是特殊形状的异形分段,这就要求分段吊码的设计必须非常谨慎。根据历来多种船型分段吊码的理论设计和现场经验进行分析,并归纳总结异形分段吊码设计的要点。研究结果可为后续不同建造方式和不同结构外形的分段吊码设计提供一定的参考依据。展开更多
基金funded by National Natural Science Foundation of China(Grant No.51978039)the Fundamental Research Funds for the Central Universities(Grant No.2021YJS115)。
文摘The rapid development of traffic engineering in cold regions and its consequent problems need to be considered.In this paper,the dynamic response characteristics of the tunnel portal section in cold regions with harmonic load acting on the lining were studied in the frequency domain.The lining is in close contact with the frozen soil,and there is relative movement between the frozen and unfrozen soil due to the phase change.The analytical solution of the vibration of tunnel portal section caused by the harmonic load acting on the lining was derived under the consideration of the anisotropy frost heave of overlying soil.Based on the continuity conditions and boundary conditions,the undetermined coefficients were obtained,and the analytical solutions for different medium displacements and stresses of the cold-region tunnel system were acquired.The vertical pressure coefficient was equivalently simplified as a variable that could be used to replace the thickness of the overlying soil above the tunnel.The analysis of the parameter model shows that the change of the medium parameters(lining,frozen,and unfrozen soil)affects the circumferential stresses,the radial displacements and their peak frequencies of the soil.For example,the increase of density ratio of tunnel lining to frozen soil decreases the radial stresses of the frozen and unfrozen soil;the increase of volumetric frost heaving strain of the frozen soil increases the radial displacements of the frozen surface and decreases the stability of the frozen surface;the increasing of thickness of the frozen soil significantly reduces the radial displacement of unfrozen soil at dimensionless radius η=4.5 compared with that of frozen soil at η=1.5.
文摘中大型船舶的建造正常都是以分段为单位按区域进行建造。考虑到船体线型、内部结构的布置和施工的方便性,分段划分的形状各异,建造方式也不同。分段建造完毕需要移送冲砂房进行抛丸除锈、根据船舶保护涂层标准(Performance Standard of Protective Coatings,PSPC)保护、喷涂防锈漆等,再运送至船台进行合拢。此过程中的安全起吊、侧翻和翻身等需要考虑的因素很多,特别是特殊形状的异形分段,这就要求分段吊码的设计必须非常谨慎。根据历来多种船型分段吊码的理论设计和现场经验进行分析,并归纳总结异形分段吊码设计的要点。研究结果可为后续不同建造方式和不同结构外形的分段吊码设计提供一定的参考依据。
