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连续梁桥柔性墩墩顶水平力的计算 被引量:6
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作者 聂玉东 信岩 唐立军 《黑龙江水专学报》 2000年第1期30-32,共3页
介绍连续梁桥 (或简支桥面连续桥 )柔性墩墩顶水平力的计算方法 ,并给出算例。
关键词 连续梁桥 柔性墩 水平制动力
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水平荷载作用下沥青路面变形研究
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作者 赵秀云 封妍 +1 位作者 朱辉 刘媛媛 《四川水泥》 2015年第8期313-313,154,共2页
车辙是沥青混凝土路面常见的一种病害形式。产生车辙的原因包括内因(沥青混合料、路面结构设计)和外因(施工因素、交通条件、气候条件)两大类。本文主要从水平制动力、温度、行车速度三个方面对车辙的影响展开分析,对比了这三种影响因... 车辙是沥青混凝土路面常见的一种病害形式。产生车辙的原因包括内因(沥青混合料、路面结构设计)和外因(施工因素、交通条件、气候条件)两大类。本文主要从水平制动力、温度、行车速度三个方面对车辙的影响展开分析,对比了这三种影响因素对沥青混凝土路面车辙的影响。研究表明:水平制动力越大,车辙深度越小;温度越高,车辙深度越大;行车速度越快,车辙深度越小。 展开更多
关键词 沥青混凝土路面 车辙 水平制动力 温度 行车速度
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背越式和俯卧式的某些数据
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作者 一禾 《体育与科学》 1982年第4期30-30,共1页
有些专家计算了布鲁梅尔1963俯卧式跳高2.28米时,水平制动力、垂直力和总的合力,这些力的投影的对比关系是0.77:0.48:0.85。计算福斯贝里1968年背越式跳高2.24米的瞬间,这些力的投影的对比关系是0.32:0.61:0.73。 俯卧式起跳时用力为650... 有些专家计算了布鲁梅尔1963俯卧式跳高2.28米时,水平制动力、垂直力和总的合力,这些力的投影的对比关系是0.77:0.48:0.85。计算福斯贝里1968年背越式跳高2.24米的瞬间,这些力的投影的对比关系是0.32:0.61:0.73。 俯卧式起跳时用力为650~700公斤,而跳背越式时只400公斤。所以,身体高大、动作敏捷、体重较轻的运动员往往都在背越式上取得优异成绩, 展开更多
关键词 背越式跳高 俯卧式跳高 水平制动力 对比关系 运动员 优异成绩 垂直 投影 跳时 比利时
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Ground movement mechanism in tectonic stress metal mines with steep structure planes 被引量:4
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作者 夏开宗 陈从新 +2 位作者 刘秀敏 郑元 付华 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第9期2092-2104,共13页
When mining metal mines with steep structure planes by the caving method,there is a mechanical model in which the horizontal stress on the rock mass is simplified as a column before surface subsidence.The model is use... When mining metal mines with steep structure planes by the caving method,there is a mechanical model in which the horizontal stress on the rock mass is simplified as a column before surface subsidence.The model is used to deduce critical support load and limiting column length for a given horizontal stress and support pressure.Considering the impact of the column effect,a method is proposed to determine the movement of the ground and caving area in a mine.After surface subsidence,the horizontal stress on a surrounding rock mass can be simplified to a cantilever beam mechanical model.Expressions for its bending fracture length are deduced,and a method is given to determine its stability.On this basis,an explanation for the large ground movement and subsidence scope was given.A case study shows that the damage effect of column and cantilever beam is significant for ground movement in metal-ore mine,and an appropriate correction value should be applied when designing for its angle of ground movements. 展开更多
关键词 mining engineering underground mining ground movement horizontal stress COLUMN cantilever pillar
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Experimental Study of Improved HAWT Performance in Simulated Natural Wind by an Active Controlled Multi-Fan Wind Tunnel 被引量:2
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作者 Kazuhiko Toshimitsu Takahiko Narihara +2 位作者 Hironori Kikugawa Arata Akiyoshi Yuuya Kawazu 《Journal of Thermal Science》 SCIE EI CAS CSCD 2017年第2期113-118,共6页
The effects of turbulent intensity and vortex scale of simulated natural wind on performance of a horizontal axis wind turbine(HAWT) are mainly investigated in this paper. In particular, the unsteadiness and turbulenc... The effects of turbulent intensity and vortex scale of simulated natural wind on performance of a horizontal axis wind turbine(HAWT) are mainly investigated in this paper. In particular, the unsteadiness and turbulence of wind in Japan are stronger than ones in Europe and North America in general. Hence, Japanese engineers should take account of the velocity unsteadiness of natural wind at installed open-air location to design a higher performance wind turbine. Using the originally designed five wind turbines on the basis of NACA and MEL blades, the dependencies of the wind frequency and vortex scale of the simulated natural wind are presented. As the results, the power coefficient of the newly designed MEL3-type rotor in the simulated natural wind is 130% larger than one in steady wind. 展开更多
关键词 Wind Turbine Wind Energy Natural Wind Unsteady Flow Rotor Design TURBULENCE
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