The quality of skeleton system for the cheetah robot goes hand in hand with its bionic result of its shape, structure and functions. In view of the skeleton system constitution and structural characteristic of the che...The quality of skeleton system for the cheetah robot goes hand in hand with its bionic result of its shape, structure and functions. In view of the skeleton system constitution and structural characteristic of the cheetah, the team applied structure design, stimulation analysis and parameter optimization to developing the cheetah robot. In addition, after the invention of cheetah robot＇s anterior lumbar vertebra based on its functional attribute and connectivity attribute, the Solidworks Simulation was utilized to analyze the design, according to which improvement on the lumbar vertebra was made. Plus, the advantages of the CAD and CAE made the high efficiency of design work and high quality of the cheetah robot possible.展开更多
In order to improve the impact performance, the structure of hydraulic hammer should be optimized. In this paper, the ranges of eight vital structure parameters of piston and reversing valve system of hydraulic hammer...In order to improve the impact performance, the structure of hydraulic hammer should be optimized. In this paper, the ranges of eight vital structure parameters of piston and reversing valve system of hydraulic hammer were selected firstly;and then found the best value of different parameters under experiments with the method of computer optimization and the parametric analysis method provided by ADAMS software. These methods worked and the best design values of parameters of hydraulic hammer were obtained. At last, the optimal impact energy of virtual prototype of hydraulic breaking hammer was calculated and compared with the original impact performance. The results reveal that impact performance of hydraulic hammer has been improved significantly.展开更多
The performance-based passive control analysis of the Maxwell dampers between one 10-story and one 6-story adjacent RC frames is conducted in this work.Not only the optimal parameters but also the optimal arrangements...The performance-based passive control analysis of the Maxwell dampers between one 10-story and one 6-story adjacent RC frames is conducted in this work.Not only the optimal parameters but also the optimal arrangements of the Maxwell dampers are proposed based on the optimal target of making the total exceeding probability of the adjacent structures to be minimal.The applicability of the analytical expressions of the Maxwell damper damping parameters under different seismic performance targets are firstly examined and then the preferable damping parameters of the Maxwell dampers are proposed through the extensive parametric studies.Furthermore,the optimal arranging positions and optimal arranging numbers of the Maxwell dampers between the adjacent buildings are derived based on a large number of seismic fragility analyses,as well.The general arranging laws of the Maxwell dampers between the adjacent buildings are generated based on the discussion of the theoretical method through the simplified plane model.The optimal parameters and optimal arrangement of the Maxwell dampers presented make both the adjacent structures have preferable controlled effects under each seismic performance target which can satisfy the requirements of multi-performance seismic resistance of the modern seismic codes.展开更多
为探究小断面TBM隧洞锚杆支护在地层围岩中的受力特性及支护参数的合理性,依托安徽桐城抽水蓄能电站自流排水洞工程,分别采用岩体力学法和数值模拟法计算得到隧洞Ⅲ类围岩工况下的锚杆内力和围岩位移,并在洞内TBM掘进段紧随TBM选取3个...为探究小断面TBM隧洞锚杆支护在地层围岩中的受力特性及支护参数的合理性,依托安徽桐城抽水蓄能电站自流排水洞工程,分别采用岩体力学法和数值模拟法计算得到隧洞Ⅲ类围岩工况下的锚杆内力和围岩位移,并在洞内TBM掘进段紧随TBM选取3个监测断面,分别采用锚杆应力计和多点位移计监测得到实际工况下的锚杆内力和围岩位移。对3种方法得到的结果进行对比分析后得出:1)数值模拟法和岩土力学法计算得到的轴力值变化趋势相近,均在锚杆中间部位出现轴力最大值,与中性点理论相符,最大轴力值为4.78 k N;2)3种方法得到的围岩位移值变化趋势相似,均在隧洞围岩表面出现位移最大值,在岩层内部围岩位移最小,最大位移为2.03 mm。进一步,与已有关于较大断面隧洞结构受力研究成果对比发现:小断面TBM隧洞的锚杆轴力及围岩变形均较小,锚杆支护作用未得到充分利用,据此提出了延迟、减少或取消小断面TBM隧洞锚杆支护的优化建议。展开更多
Based on analysis of human hand grasp, the finger number and the kinematic pair pattern are decided. Aiming at the parameters of each finger, a multi-objective function for optimizing the structure of multi-fingered h...Based on analysis of human hand grasp, the finger number and the kinematic pair pattern are decided. Aiming at the parameters of each finger, a multi-objective function for optimizing the structure of multi-fingered hand was proposed. Considering the peculiarity of tooth-arrangement and dexterous hand grasp, the constraints were established, and a satisfactory result was gained. Furthermore, the optimal results were analyzed, and a law of parameter optimal design was given. It is proved that this optimization method is effective to optimize the relation of each parameter and make it integrated optimum under each standard. At last, the practical workspace of this hand was analysed and simulated. And a new effective simulation method of workspace was proposed.展开更多
文摘The quality of skeleton system for the cheetah robot goes hand in hand with its bionic result of its shape, structure and functions. In view of the skeleton system constitution and structural characteristic of the cheetah, the team applied structure design, stimulation analysis and parameter optimization to developing the cheetah robot. In addition, after the invention of cheetah robot＇s anterior lumbar vertebra based on its functional attribute and connectivity attribute, the Solidworks Simulation was utilized to analyze the design, according to which improvement on the lumbar vertebra was made. Plus, the advantages of the CAD and CAE made the high efficiency of design work and high quality of the cheetah robot possible.
文摘In order to improve the impact performance, the structure of hydraulic hammer should be optimized. In this paper, the ranges of eight vital structure parameters of piston and reversing valve system of hydraulic hammer were selected firstly;and then found the best value of different parameters under experiments with the method of computer optimization and the parametric analysis method provided by ADAMS software. These methods worked and the best design values of parameters of hydraulic hammer were obtained. At last, the optimal impact energy of virtual prototype of hydraulic breaking hammer was calculated and compared with the original impact performance. The results reveal that impact performance of hydraulic hammer has been improved significantly.
基金Projects(51408443,51178203)supported by the National Natural Science Foundation of ChinaProject(K201511)supported by the Science Foundation of Wuhan Institute of Technology,China
文摘The performance-based passive control analysis of the Maxwell dampers between one 10-story and one 6-story adjacent RC frames is conducted in this work.Not only the optimal parameters but also the optimal arrangements of the Maxwell dampers are proposed based on the optimal target of making the total exceeding probability of the adjacent structures to be minimal.The applicability of the analytical expressions of the Maxwell damper damping parameters under different seismic performance targets are firstly examined and then the preferable damping parameters of the Maxwell dampers are proposed through the extensive parametric studies.Furthermore,the optimal arranging positions and optimal arranging numbers of the Maxwell dampers between the adjacent buildings are derived based on a large number of seismic fragility analyses,as well.The general arranging laws of the Maxwell dampers between the adjacent buildings are generated based on the discussion of the theoretical method through the simplified plane model.The optimal parameters and optimal arrangement of the Maxwell dampers presented make both the adjacent structures have preferable controlled effects under each seismic performance target which can satisfy the requirements of multi-performance seismic resistance of the modern seismic codes.
文摘为探究小断面TBM隧洞锚杆支护在地层围岩中的受力特性及支护参数的合理性,依托安徽桐城抽水蓄能电站自流排水洞工程,分别采用岩体力学法和数值模拟法计算得到隧洞Ⅲ类围岩工况下的锚杆内力和围岩位移,并在洞内TBM掘进段紧随TBM选取3个监测断面,分别采用锚杆应力计和多点位移计监测得到实际工况下的锚杆内力和围岩位移。对3种方法得到的结果进行对比分析后得出:1)数值模拟法和岩土力学法计算得到的轴力值变化趋势相近,均在锚杆中间部位出现轴力最大值,与中性点理论相符,最大轴力值为4.78 k N;2)3种方法得到的围岩位移值变化趋势相似,均在隧洞围岩表面出现位移最大值,在岩层内部围岩位移最小,最大位移为2.03 mm。进一步,与已有关于较大断面隧洞结构受力研究成果对比发现:小断面TBM隧洞的锚杆轴力及围岩变形均较小,锚杆支护作用未得到充分利用,据此提出了延迟、减少或取消小断面TBM隧洞锚杆支护的优化建议。
基金funded by Heilongjiang Province Education Bureau Project Grant 10541055
文摘Based on analysis of human hand grasp, the finger number and the kinematic pair pattern are decided. Aiming at the parameters of each finger, a multi-objective function for optimizing the structure of multi-fingered hand was proposed. Considering the peculiarity of tooth-arrangement and dexterous hand grasp, the constraints were established, and a satisfactory result was gained. Furthermore, the optimal results were analyzed, and a law of parameter optimal design was given. It is proved that this optimization method is effective to optimize the relation of each parameter and make it integrated optimum under each standard. At last, the practical workspace of this hand was analysed and simulated. And a new effective simulation method of workspace was proposed.
