跨步檢驗 的英文怎麼說

中文拼音 [kuàjiǎnyàn]
跨步檢驗 英文
marching check
  • : 動詞1 (抬起一隻腳向前或向左右邁) step; stride 2 (兩腿分在物體的兩邊坐著或立著) bestride; stra...
  • : Ⅰ名詞1 (步度; 腳步) pace; step 2 (階段) stage; step 3 (地步; 境地) condition; situation; st...
  • : Ⅰ動詞1 (查) check up; inspect; examine 2 (約束; 檢點) restrain oneself; be careful in one s c...
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • 跨步 : krabathor
  • 檢驗 : checkout; test; examine; inspect; verify; survey; check;checking;testing;[英國]jerque(指檢查船舶...
  1. Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models, interfacial stress at the end of plate is deduced. after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward, strength prediction formulas of compound beams under plate end debonding failure are established. in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode, several bond strengths and their relation are introduced

    對于板端剝離破壞,在總結現有承載力模型的基礎上,利用已有試數據對各承載力計算公式進行了分析比較,進一採用分階段分析法,推導了板端界面應力的計算公式,在此基礎上,採用加固復合梁有效慣性矩的修正公式,建立了考慮名義配筋率和板端偏移比影響的板端剝離破壞梁承載力的計算公式;對于中受彎裂縫導致的粘結破壞,闡述了常見的幾種粘結強度之間的區別和聯系,並基於拉剪粘結強度,提出了中受彎裂縫導致粘結破壞的承載力計算公式,並利用現有試結果確定了模型中的一些參數;最後,利用試數據對本文建立的兩種粘結破壞承載力計算公式進行了,結果基本吻合。
  2. By exploring the investment of the multinational firms to the developing countries, we make some conjectures and considerations on the relationship between the inter - country investment and the social development of the host country

    本文通過研究國公司對發展中國家的投資,對國投資與東道國的社會進兩者之間的關系做一些推測性的和考慮。
  3. Seven chapters are included in this thesis. the first chapter is the introduction about the necessity of bridge detection and common defect of the bridge. the second chapter introduces the structural basic condition and defect details of the bridge. the third chapter describes the preparation for the detection work. including the overall investigation of the diseases and the condition at operation, the set - up of loading test and control measures and structural computation. the 4th chapter is on - the - site detection, which consists of static and dynamic tests and necessary data collecting for analysis and evaluation. the 5th chapter is the analysis of detention data. according to collected data of loading tests, the results of static and dynamic tests are analyzed. the 6th chapter evaluates the strengths, rigidity. stability and dynamic characteristics of the bridge, so that the conclusion can be reached. the 7th chapter is summarization

    第六章是測評定結論,全面評定該橋的強度、剛度、穩定性和動力特性,從而給出測評定結論。第七章是總結,在對本項目的工作內容和工作特點進行總結的基礎上,指出了舊橋測存在的問題以及今後發展的方向。同時,通過對本次測工作的研究,初形成了一套特大徑舊鋼橋的測評定方法,即:全面的病害和運營狀況調查、現實狀況計算分析、制定加載試方案和加載控制措施、加載試、綜合橋梁分析專家評定。
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