火災曲線 的英文怎麼說

中文拼音 [huǒzāiqūxiàn]
火災曲線 英文
fire curve
  • 火 : fire
  • 災 : 名詞1. （災害） disaster; calamity 2. （個人的不幸） personal misfortune; adversity; unluckiness
  • 曲 : 曲名詞1 （一種韻文形式） qu a type of verse for singing which emerged in the southern song and ji...
  • 線 : 名詞1 （用絲、棉、金屬等製成的細長的東西） thread; string; wire 2 [數學] （一個點任意移動所構成的...
  • 火災 : fire （as a disaster）; conflagration火災保險 fire insurance; 火災保險公司 [英國] fire company; ...
  • 曲線 : [數學] curve; bight; bought; profile; net曲線板 french curve; irregular curve; curve board; splin...
  1. In this thesis, behaviors of unbonded prestressed concrete slabs including 4 simply - supported slabs and 9 continuous slabs are investigated under fire, based on the elevated temperature curve accord to the iso standard fire curve

    本文採用標準升溫曲線，對4塊簡支板及9塊連續板分別進行了火災行為的試驗研究。
  2. Analyses the smoke characteristics in the development of fire and obtains its changing curves. according to different fire loads, studies the changing relation between the critical velocity and fire intensity

    摘要分析了地鐵火災煙氣特性隨火災發展過程的變化情況，得到了煙氣特性變化曲線。針對不同的火災荷載，研究了臨界風速隨火災強度的變化關系。
  3. Abstract : this paper suggests a general model for hazard analysis of urban post - earthquake fire. based on the statistic study of urban fire, a modified calculating formula for occurrence of urban post - earthquake fire is established. according to poisson process model, a general analysis method is suggested. the analysis result is depicted by exceedance probability curves. the example analysis for a practical project is given in the paper

    文摘:建議了一個城市地震次生火災危險性分析的一般模型.利用民事火災的統計分析結果，給出了城市地震次生火災發生率的修正公式.在此基礎上建議了地震次生火災危險性分析方法，並以超越概率曲線的方法表達次生火災危險性分析的結果.結合實際工程，給出了分析實例
  4. The parameters in the study included the fire duration time, the axial load level, the section type and the strengthen method. the ultimate lateral strength, flexural stiffness, dissipated energy and ductility of the columns were compared and analyzed. ( 2 ) based on the stress - strain relations for steel and concrete after high temperature and the temperature field in the structural member, fiber - based model was developed to calculate the hysteretic moment ( m ) versus curvature ( ) relations and the lateral load ( p ) versus lateral displacement ( ? )

    （ 2 ）在確定高溫后鋼材和混凝土在往復荷載作用下的應力-應變關系以及構件截面溫度場的基礎上，考慮力-溫度-時間作用路徑，建立了火災后鋼管混凝土壓彎構件滯回性能的理論分析模型，對火災后鋼管混凝土構件的彎矩-曲率（ m - ） 、荷載-變形（ p - ）滯回關系曲線進行了分析，計算結果與實驗結果總體上吻合較好。
  5. It can be seen that fire growth and heat release rate curve can be obtained through the calculation of fire load and the estimation of fire spread, which can provide the input for the latter work and enhance the efficiency of fire protection analysis observably

    可以看出，根據火災荷載的計算和火災蔓延可能性的討論，得到火災發展的變化情況和熱釋放速率曲線，能夠為之後的工作做好前期準備，同時顯著提高這項工作的效率。
  6. The furnace for the test is the oil - burner that is designed and produced by ourselves. the whole test process is undertaken in the modeled standard temperature curve. the result of the test demonstrates that the properties of the furnace are stable and convenient for use

    火災試驗使用的試驗爐為自行研製的燃油火災試驗爐，全部的試驗是在模擬標準升溫曲線的基礎上進行的，試驗結果表明爐子性能穩定、使用方便。
  7. These specimens were heated following as closely as possible the iso - 834 standard fire curve or the standard fire curve prescribed by the regulation of gb / t 9978 - 1999 ( structural member fire - resistant experimental method )

    試件的升溫按國際標準化委員會標準iso - 834和我國《 gb / t9978 - 1999建築結構耐火試驗方法》所規定的建築火災標準升溫曲線進行。
  8. Corresponding tests have been carried out on concrete specimens by this method and the regression curves of test data are obtained

    進行了逐層回彈法檢測火災后混凝土強度的試驗，對試驗數據進行數學回歸分析，得出了逐層回彈法測強曲線。
  9. ( 3 ) using the finite element program abaqus / standard 6. 4, theoretical model was built to analyze the load versus deformation relationship curves. furthermore, the stress distributions in the core concrete during the loading, the composite interaction between the steel tube and the concrete were studied. these analysis processes were carried out under two different conditions, namely at the ambient temperature and after exposure to fire

    （ 3 ）利用有限元軟體abaqus / standard6 . 4 ，建立了火災后鋼管混凝土構件的理論分析模型，對火災后軸壓、壓彎構件的荷載-變形關系曲線進行了分析，比較了常溫和火災后構件在受力過程中截面上的應力分佈狀態以及鋼管與核心混凝土之間的相互作用，較深入地認識了火災后鋼管混凝土構件的受力特性。
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