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1.Subway, basement, reservoir, cooling tower, water dam, tunnel, roof plaza, parking platform, elevator pit, swimming pool, food storeroom, drainage pool, bridge structure, aquaria, grain storehouse, high-speed road, airport, parking apron, oil pool, sport square, concrete road and toilet.
地下铁道、地下室、水库、冷却塔、水坝、隧道屋顶广场、停车平台、电梯坑、游泳池、食品贮藏库、污水池、桥梁结构、水族馆、粮仓、高速公路、机场、停机坪、油池、运动场、混凝土路面、卫生间等。收藏指正
2.The roof of the tunnel fell in
隧道顶部塌了下来.收藏指正
3.The roof of the tunnel caved in .
隧道的顶部塌陷了。收藏指正
4.Application of high dip tunnel for drawing out gas in fully mechanized roof-caving face in No.5 coal mine in Yangquan
倾向高抽巷在阳泉五矿综放工作面的应用收藏指正
5.The roof of the tunnel caved in (on the workmen
隧道顶坍塌(压住工人).收藏指正
6.The roof of the tunnel was supported by wooden props.
坑道顶用木柱支撑。收藏指正
7.With the development of transportation rapidly, more and more large section and shallow buried tunnel will be constructed in city. Pipe roof-box jacking method is a kind of trenchless knowledge which has the advantage of little affect on ground activity and environment, especially for the case passing through road with heavy traffic and important zone.
随着城市交通的快速发展,大断面浅埋式下立交通道已日益增多,对于穿越繁忙的城市道路,避免开挖及地表环境的影响破坏,采用大断面管幕一箱涵推进工法进行有着独特的优点。收藏指正
8.The roof of the new tunnel hasn't been properly supported; it shows signs of falling in.
隧道的顶部支撑得不好, 已显出坍塌的迹象。收藏指正
9.In the matter of wind tunnel experiments, the rigid and aeroelastic model for double-slop membrane structures with seal and opening on all sides, or opening a hole suddenly, are designed. The question that the tubes, connected to pressure taps, which measure the wind pressure on both upper and under surface of rigid models, do not influence wind field around building, especially under roof, is solved commendably.
在风洞试验方面,设计制作了双坡屋面结构在四周封闭、四周敞开和突然开孔各种不同情况下的刚性模型和气动弹性模型,解决了刚性模型同时测定上下表面风压而又不影响周围风场的模型制作问题;收藏指正
10.The mode number and the frequencies range, which were considered during calculating the wind-induced responses of large cantilevered roof by using the method of frequency domain, were analysed and discussed, according to the results of wind tunnel tests of Bahamas and Guinea stadium grandstand cantilevered roofs, and the rules that RMS displacement and RMS internal force responses under strong wind force changing with participant modes number and frequencies range were obtained, and which could be explained from the point of wind pressure power spectrum densities of the measured points on surface of the roof.
摘要根据援巴哈马体育场和援几内亚体育场主看台悬挑屋盖风洞试验数据结果,分析和探讨了采用频域分析法计算大跨度悬挑屋盖风振响应时应考虑的结构模态数和频率范围,得到强风作用下悬挑屋盖结构均方根位移与内力响应随参与计算的模态数和频率范围的变化规律,并从屋盖表面测点风压谱密度的角度解释了这种变化规律。收藏指正
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