載淳 的英文怎麼說

中文拼音 [zǎichún]
載淳 英文
tongzhi emperor
  • 載 : 載Ⅰ名詞（年） year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 淳 : Ⅰ形容詞[書面語] （淳樸） pure; honestⅡ名詞（姓氏） a surname
  1. Then, enjoy the beautiful victorian building and structure at mendocino. you can find the oldest original chinese joss house in rural california, temple of kwan tai in here. stop by napa valley in the afternoon

    下午到達聞名於世的那帕山谷，整的葡萄園，優雅的建築物，閣下置身在宛如於世外的鄉間小道上，參觀著名酒廠地窖並品嘗香淳美酒後滿載歡樂與美好的回憶返回灣區。
  2. It records a visit by an officer in charge of the salt administration and gives the history of two temples, north and south of joss house bay. rock inscription at joss house bay public transport to joss house bay, sai kung

    此刻石于南宋咸淳甲戌年間，即公元一二七四年，為香港最早有紀年的刻石，記載有關鹽官等到南北佛堂門游覽，及此處兩間廟堂的歷史。
  3. This inscription, dated to the jiashu year of xianchun reign of southern song dynasty i. e. 1274 ad, is the oldest dated inscription found in hong kong. it records a visit by an officer in charge of the salt administration and gives the history of two temples, north and south of joss house bay

    此刻石于南宋咸淳甲戌年間，即公元一二七四年，為香港最早有紀年的刻石，記載有關鹽官等到南北佛堂門游覽，及此處兩間廟堂的歷史。
  4. In the end, the steel - reinforced concrete arched bridge ( chun ' an weiping bridge ), which span is 198m, is analyzed by the proposed three - dimensional nonlinear finite element method and also those gained conclusions are directly adopted in the computation. the universal stability coefficient and nonlinear buckling stability coefficient of the bridge are respectively computed, in which the dead load and the live load are assembled according to the criterion. on the other side, the regularities of creep deformation and subsidiary stress of the investigated bridge under the first - stage dead load are carefully researched

    最後，將本文所提出的三維非線性分析方法及其主要研究成果直接應用於198m跨勁型骨架式鋼管混凝土拱橋「淳安威坪大橋」的分析計算中，對該橋在最不利恆載和活載組合下的一般特徵值失穩系數和非線性屈曲系數進行了對比研究，並對一期恆載長期作用下該橋的徐變變形、附加應力以及截面應力、應變重分佈規律分別進行了深入研究。
  5. Taking nanpu bridge ( fst bridge ) in chun - an county as an instance, many problems on construction control technique for cfst bridge are discussed in this paper, including : the analysis method of simulating construction phase, construction monitoring technology, calculation of stayed - buckle - cable forces, allotting deadweight of pumping liquid concrete, analysis on the inflection of shrinkage and creep of core concrete in steel tube, analysis on the error in construction control, sensitivity analysis of parameters and parameter identification

    本文以淳安縣南浦大橋為背景，對鋼管混凝土拱橋施工控制中的結構分析方法、施工監測技術、斜拉扣索索力計算、泵注混凝土自重荷載的分配、鋼管核心混凝土收縮徐變分析、施工控制誤差分析、參數敏感性分析及參數估計等問題展開研究。
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