为提高船舶设计效率,针对国际船级社协会(International Association of Classification Socie-ties,IACS)2006年推出的散货船、双壳油船共同结构规范CSR-BC/OT,中国船级社(China Classifi-cation Society,CCS)开发出计算软件CSR-SDP....为提高船舶设计效率,针对国际船级社协会(International Association of Classification Socie-ties,IACS)2006年推出的散货船、双壳油船共同结构规范CSR-BC/OT,中国船级社(China Classifi-cation Society,CCS)开发出计算软件CSR-SDP.该软件分为针对散货船的CSR-SDP(BC)和针对双壳油船的CSR-SDP(OT)两套,是集规范设计,载荷计算以及船体结构强度分析、评估和疲劳寿命评估于一体的船体结构设计和规范校核系统,较全面地覆盖CSR-BC/OT的要求,较好地满足CSR船舶设计和审图的需要.展开更多
In order to improve the reliability of the design and calculation of single piles under the combined vertical and lateral loads, the solutions were presented based on the subgrade reaction method, in which the ultimat...In order to improve the reliability of the design and calculation of single piles under the combined vertical and lateral loads, the solutions were presented based on the subgrade reaction method, in which the ultimate soil resistance was considered and the coefficient of subgrade reaction was assumed to be a constant. The corresponding computational program was developed using FORTRAN language. A comparison between the obtained solutions and the model test results was made to show the validity of the obtained solutions. The calculation results indicate that both the maximum lateral displacement and bending moment increase with the increase of the vertical and lateral loads and the pile length above ground, while decrease as the pile stiffness, the coefficient of subgrade reaction and the yielding displacement of soil increase. It is also shown that the pile head condition controls the pile responses and the vertical load may cause the instability problem to the pile. In general, the proposed method can be employed to calculate the pile responses independent of the magnitude of the pile deflection.展开更多
文摘为提高船舶设计效率,针对国际船级社协会(International Association of Classification Socie-ties,IACS)2006年推出的散货船、双壳油船共同结构规范CSR-BC/OT,中国船级社(China Classifi-cation Society,CCS)开发出计算软件CSR-SDP.该软件分为针对散货船的CSR-SDP(BC)和针对双壳油船的CSR-SDP(OT)两套,是集规范设计,载荷计算以及船体结构强度分析、评估和疲劳寿命评估于一体的船体结构设计和规范校核系统,较全面地覆盖CSR-BC/OT的要求,较好地满足CSR船舶设计和审图的需要.
基金Foundation item： Projects（50708093, 50808159） supported by the National Natural Science Foundation of China
文摘In order to improve the reliability of the design and calculation of single piles under the combined vertical and lateral loads, the solutions were presented based on the subgrade reaction method, in which the ultimate soil resistance was considered and the coefficient of subgrade reaction was assumed to be a constant. The corresponding computational program was developed using FORTRAN language. A comparison between the obtained solutions and the model test results was made to show the validity of the obtained solutions. The calculation results indicate that both the maximum lateral displacement and bending moment increase with the increase of the vertical and lateral loads and the pile length above ground, while decrease as the pile stiffness, the coefficient of subgrade reaction and the yielding displacement of soil increase. It is also shown that the pile head condition controls the pile responses and the vertical load may cause the instability problem to the pile. In general, the proposed method can be employed to calculate the pile responses independent of the magnitude of the pile deflection.
