approach spans造句
造句與例句
手機(jī)版
- If viaduct approach spans are considered then perhaps the approach piers could be used to anchor the backstays .
如果設(shè)計(jì)中考慮高架引橋，則引橋的橋墩可用來(lái)錨定后拉索。 - Only 1, 000, 000 vehicle crossings produced significant cracking in the floor beams of the tied arch span and in the plate girders of the approach spans .
僅通過(guò)1，000，000輛車(chē)就在系桿拱的橫梁中以及引橋的板梁中造成明顯的開(kāi)裂。 - Conceptual considerations and design of approach spans of hangzhou bay sea-crossing bridge
杭州灣跨海大橋引橋方案構(gòu)思與設(shè)計(jì) - Design of box girder for approach spans of hangzhou bay sea-crossing bridge in region of high piers
杭州灣跨海大橋高墩區(qū)引橋箱梁設(shè)計(jì) - Design of superstructure of approach spans of hangzhou bay sea-crossing bridge in tidal-flat area on south bank
杭州灣跨海大橋南岸灘涂引橋上部結(jié)構(gòu)設(shè)計(jì) - Conceptual considerations and design of superstructure of approach spans of hangzhou bay sea-crossing bridge in offshore area
杭州灣跨海大橋海中區(qū)引橋上部結(jié)構(gòu)方案構(gòu)思與設(shè)計(jì) - Only 1, 000, 000 vehicle crossings produced significant cracking in the floor beams of the tied arch span and in the plate girders of the approach spans
僅通過(guò)1，000，000輛車(chē)就在系桿拱的橫梁中以及引橋的板梁中造成明顯的開(kāi)裂。 - This article has in detail analyzed technology request to the steel approach span plunger elevator in work, and proposed this kind of plunger elevator design calculation basis and an application example
摘要詳細(xì)地分析了鋼引橋在提升過(guò)程中的技術(shù)要求，并在此基礎(chǔ)上提出了此類(lèi)提升機(jī)的設(shè)計(jì)計(jì)算依據(jù)和一個(gè)應(yīng)用實(shí)例。 - In view of the principal approach span of a super major bridge in chongqing, this paper analyses the causes of cracks developing in construction on the important locations of the light rail load-bearing beams, such as the blocks 0 #, cross beams and pier shafts, and puts forward appropriate disposition measures
摘要針對(duì)重慶市某特大橋主引橋在施工過(guò)程中輕軌承重梁的0#塊、橫梁和墩身等重要部位出現(xiàn)的裂縫分析其成因，并提出處理措施。 - Taking the long span continuous rigid-frame structure of the south bank approach spans of wuhan tianxingzhou changjiang river bridge as the research object, and using the large scale finite element analysis program ansys and two ways of modeling with solid element and spatial beam element, this paper respectively analyzes the dynamic characteristics of the rigid-frame structure of the approach spans, makes a study of the influences of rigidity changes and bearings failure of the thin-wall piers on the dynamic characteristics of the structure of the approach spans and also compares the results of numerical analysis of the two kinds of modeling
摘要以武漢天興洲長(zhǎng)江大橋南岸引橋大跨度連續(xù)剛構(gòu)為研究對(duì)象，運(yùn)用大型有限元分析程序ansys，采用實(shí)體模型與空間梁?jiǎn)卧獌煞N建模方式，分別分析了其動(dòng)力特性，探討了薄壁墩的剛度變化與支座失效對(duì)其動(dòng)力性能的影響，并對(duì)兩種模型的數(shù)值分析結(jié)果進(jìn)行了比較。 - It's difficult to see approach spans in a sentence. 用approach spans造句挺難的
- Taking the long span continuous rigid-frame structure of the south bank approach spans of wuhan tianxingzhou changjiang river bridge as the research object, and using the large scale finite element analysis program ansys and two ways of modeling with solid element and spatial beam element, this paper respectively analyzes the dynamic characteristics of the rigid-frame structure of the approach spans, makes a study of the influences of rigidity changes and bearings failure of the thin-wall piers on the dynamic characteristics of the structure of the approach spans and also compares the results of numerical analysis of the two kinds of modeling
摘要以武漢天興洲長(zhǎng)江大橋南岸引橋大跨度連續(xù)剛構(gòu)為研究對(duì)象，運(yùn)用大型有限元分析程序ansys，采用實(shí)體模型與空間梁?jiǎn)卧獌煞N建模方式，分別分析了其動(dòng)力特性，探討了薄壁墩的剛度變化與支座失效對(duì)其動(dòng)力性能的影響，并對(duì)兩種模型的數(shù)值分析結(jié)果進(jìn)行了比較。 - Taking the long span continuous rigid-frame structure of the south bank approach spans of wuhan tianxingzhou changjiang river bridge as the research object, and using the large scale finite element analysis program ansys and two ways of modeling with solid element and spatial beam element, this paper respectively analyzes the dynamic characteristics of the rigid-frame structure of the approach spans, makes a study of the influences of rigidity changes and bearings failure of the thin-wall piers on the dynamic characteristics of the structure of the approach spans and also compares the results of numerical analysis of the two kinds of modeling
摘要以武漢天興洲長(zhǎng)江大橋南岸引橋大跨度連續(xù)剛構(gòu)為研究對(duì)象，運(yùn)用大型有限元分析程序ansys，采用實(shí)體模型與空間梁?jiǎn)卧獌煞N建模方式，分別分析了其動(dòng)力特性，探討了薄壁墩的剛度變化與支座失效對(duì)其動(dòng)力性能的影響，并對(duì)兩種模型的數(shù)值分析結(jié)果進(jìn)行了比較。
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