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主楼与裙房基础连接的复悬臂法
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作者 郑世民 《建筑结构》 CSCD 北大核心 1997年第4期47-48,共2页
依据主楼基础梁承受的地基反力远比裙房传至基础的竖向荷载大,且二者方向相反的实际情况,提出了“复悬臂法”.它是解决裙房与主楼基础难以分开又要求沉降一致的一种有效方法,具有简单、可靠、经济的特点.其应用限制条件是裙房宽度以6m... 依据主楼基础梁承受的地基反力远比裙房传至基础的竖向荷载大,且二者方向相反的实际情况,提出了“复悬臂法”.它是解决裙房与主楼基础难以分开又要求沉降一致的一种有效方法,具有简单、可靠、经济的特点.其应用限制条件是裙房宽度以6m左右为宜. 展开更多
关键词 复悬臂梁 地基连接 主楼地基 裙房地基 地基基础
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Coordinated scheduling model for intermodal transit hubs based on GI/M^K/1 queuing system
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作者 贾洪飞 曹雄赳 杨丽丽 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第8期3247-3256,共10页
Coordinated scheduling of multimode plays a pivotal role in the rapid gathering and dissipating of passengers in transport hubs. Based on the survey data, the whole-day reaching time distribution at transfer points of... Coordinated scheduling of multimode plays a pivotal role in the rapid gathering and dissipating of passengers in transport hubs. Based on the survey data, the whole-day reaching time distribution at transfer points of passengers from the dominant mode to the connecting mode was achieved. A GI/M K/1 bulk service queuing system was constituted by putting the passengers' reaching time distribution as the input and the connecting mode as the service institution. Through queuing theory, the relationship between average queuing length under steady-state and headway of the connecting mode was achieved. By putting the minimum total cost of system as optimization objective, the headway as decision variable, a coordinated scheduling model of multimode in intermodal transit hubs was established. At last, a dynamic scheduling strategy was generated to cope with the unexpected changes of the dominant mode. The instance analysis indicates that this model can significantly reduce passengers' queuing time by approximately 17% with no apparently increase in departure frequency, which provides a useful solution for the coordinated scheduling of different transport modes in hubs. 展开更多
关键词 traffic engineering coordinated scheduling queuing theory intermodal transit hub HEADWAY
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An improved practical model for wear prediction of revolute clearance joints in crank slider mechanisms 被引量:8
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作者 LI Pei CHEN Wei ZHU AiBin 《Science China(Technological Sciences)》 SCIE EI CAS 2013年第12期2953-2963,共11页
A stationary clearance link algorithm(SCLA)for calculating the reaction-force of revolute clearance joints in crank slider mechanisms is proposed in this paper.The SCLA is more efficient than other algorithms of the s... A stationary clearance link algorithm(SCLA)for calculating the reaction-force of revolute clearance joints in crank slider mechanisms is proposed in this paper.The SCLA is more efficient than other algorithms of the same accuracy.Furthermore,based on the Winkler foundation model,an unsymmetrical Winkler foundation model and a double elastic layer Winkler model are proposed.By integrating a dynamic model and the unsymmetrical Winkler foundation model with Archard wear model,an improved integrated wear prediction model is also generated.A series of experiments have been performed to compare with the predicted analysis data,and the results showed a good agreement.As a real industry application,with the double elastic layer Winkler model,the integrated wear prediction model was successfully used to predict the wear depth of the joint bearing(bimetallic bearing)for the cantilever crane of a concrete pump truck of Sany Heavy Industry. 展开更多
关键词 revolute clearance joint stationary clearance link algorithm unsymmetrical Winkler foundation model double elastic layer Winkler model
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