approach span造句
例句與造句
- If viaduct approach spans are considered then perhaps the approach piers could be used to anchor the backstays .
如果設(shè)計中考慮高架引橋,則引橋的橋墩可用來錨定后拉索。 - 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1,000,000輛車就在系桿拱的橫梁中以及引橋的板梁中造成明顯的開裂。 - 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 - 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 - 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 - It's difficult to find approach span in a sentence. 用approach span造句挺難的
- 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 - 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1 , 000 , 000輛車就在系桿拱的橫梁中以及引橋的板梁中造成明顯的開裂。 - 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
摘要詳細地分析了鋼引橋在提升過程中的技術(shù)要求,并在此基礎(chǔ)上提出了此類提升機的設(shè)計計算依據(jù)和一個應用實例。 - 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
摘要針對重慶市某特大橋主引橋在施工過程中輕軌承重梁的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江大橋南岸引橋大跨度連續(xù)剛構(gòu)為研究對象,運用大型有限元分析程序ansys ,采用實體模型與空間梁單元兩種建模方式,分別分析了其動力特性,探討了薄壁墩的剛度變化與支座失效對其動力性能的影響,并對兩種模型的數(shù)值分析結(jié)果進行了比較。