dangerous structure 中文意思是什麼
dangerous structure
解釋
危險結構-
On the basis of the characters of geological structure and the changes of time and space of historical earthquake, according to the indexes of li yulong ' s earthquake zone. the regionalization of earthquake damage in baoji city is put out, this is that there are two dangerous earthquake regions which line of longxian - qianyang - baoji urban and meeting region of qishan - fufeng - meixian, and one earthquake stable region
摘要根據寶雞市地質構造特徵與歷史地震的時空變化及李玉龍的地震帶的劃分標準，將寶雞市劃分為兩個危害性地震地區：隴縣千陽寶雞市區；岐山、扶風、眉縣交界地區與一個相對穩定區。 -
The introduction is intended to question and challenge the traditional functionalism comparative analysis method under the analysis and comparative to the method, emphasizing the pure functionalism comparative method is dangerous and inappropriate to the flexibility of trusts, even possible to misrepresent the true notion of trust, moreover resulting in the ill ending, therefore the structuralism analysis method is more suitable to analyze the nature of trusts, as a result, introducing and analyzing the comparative conceptional essentials to the structure of trust, so to indicate to reconsider the anglo - saxon trusts in a few aspects
導論部分：在分析和比較的基礎上對民法法系學者研究信託制度的比較方法提出置疑，指出純粹的功能的比較方法對于研究信託制度本身是不適宜的，甚至可能歪曲信託的本來面目，進而導致不良的效果，信託的靈活性更需要結構性的分析和研究，並在此基礎上充分介紹和比較和分析了普通法系學者和大陸法系學者對于比較法上信託的結構要素的定義，進而提出需要重新思考普通法系的信託觀念和信託制度的一些想法。 -
The most dangerous sliding surface and the corresponding minimum safety coefficient of slope stability with soil nail structure are searched by empirical genetic - simplex algorithm. the results obtained by empirical genetic - simplex algorithm are compared with the ones obtained by general genetic algorithm
用經驗遺傳-單純形演算法尋找了土釘支護結構最危險滑裂面及其對應的最小安全系數fsmin ，從而實現了十分重要但計算量很大、很繁瑣的尋優過程。 -
This article deduced the calculation method of column hinge sway in framework structure by analyzing plastic sway of the column hinge sway mechanism ? the most dangerous collapse model in the framework structure with the virtual principle of plastic analysis, and calculated two framework structures and the results is almost the same as those calculated by method of plastic analysis
通過對框架結構最危險的倒塌模型? ?柱鉸形側移機構，對薄弱層的塑性變形通過塑性分析的虛功原理推求框架結構柱鉸形側移的計算方法，應用此計算方法對大連市兩棟框架結構進行計算，其結果與彈塑性時程分析法結果基本相符。 -
Dangerous structure, this bridge is unsafe
危險，請走開 -
As the concrete members are vibrated from 12 to 72 hours, the difference of its strength between vibration members and normal ones is not obvious. the interface of post - casting section is both the most dangerous position of the structure and focal point of quality control. in addition, the leaking of cement paste out of the formwork of vibration member is of no permission
試驗表明振動持續時間從12小時到72小時的變化，對混凝土強度沒有明顯差別；濕接頭的界面是最薄弱部位是施工質量控制的重點，振動構件模板應做到務必不漏漿；當振動幅值較大，必須採取隔振、減振措施。 -
Measures were taken in structure designing to enlarge the discharging capacity of the spillway. in non - structure designing, the telemetric system was designed for forecasting the runoff and flood by monitoring the rainfall and water level of river station, and a warning system was designed to avoid downstream people from the dangerous situation of man - made flood
通過劃分取水口上游淤積、取水口淤積和流態、過機泥沙三個子系統，對三個方案的二維計算結果採用模糊集理論優化分析，結論是155方案，即洪水來臨時把庫水位降到64米方案為最優方案。 -
By means of some simulation examples, the dynamic process of pressure load and acceleration impact load which occur in the process of missile launching is deeply studied. the dangerous position where the maximum load occurs and the time when it occurs are given. these results can provide technological reference to structure design, water tight design and launching security evaluation
並通過部分算例，詳細研究了導彈在發射出管過程中所受的壓力載荷和加速度沖擊載荷的動態變化過程，給出的導彈所受最大載荷的危險部位及產生時間，可以為導彈的結構設計、水密性能設計和發射安全性評估提供技術參考。 -
In order to meet the needs of automatic injection of dangerous fuels control system, this paper introduced a two layers structure of control that based on the layer of long range control and the layer of local control, and implemented it with plc and fieldbus
摘要針對加註控制系統的控制要求，採用遠程控制和現場控制2層控制體系結構，並利用可編程式控制制器以及現場總線技術，實現了危險燃料的自動加註。 -
In this paper, using large - scale current finite element software, analysising nanbu jialingjiang bridge as engineering example, considering the united action of arcade and of arch with the structure on crown, the author build several 3d finite element models including original bridge, dangerous bridge, all phases of strengthening bridges and strengthened bridge. in order to decide the most unfavorable load case accurately and quickly, using static analysis method this paper draws out the influence surface of bend moment for main section ; base on built models the paper analyzes the internal forces on entirely strengthening process and knows the damaged degree of dangerous bridge and does feasibility studying on its strengthening method ; finally, the paper simply analyzes the unite action of arcade and of arch with the structure on crown
本文利用大型通用有限元軟體，結合南部嘉陵江大橋這一具體的工程實例，考慮連拱及拱與拱上建築的聯合作用，建立了包括原橋、危橋、加固各階段和加固后各狀態在內的空間計算模型；為了準確、快捷的確定最不利荷載工況，利用靜力法繪制了舊橋主拱圈各控制截面的彎矩影響面；對其加固改造全過程進行了靜力分析計算，明確了危橋的病害程度並對其加固方法進行了可行性研究；最後，簡單分析了考慮連拱及拱上建築與否對該橋主拱圈內力的影響。 -
Rok ' s lesson teaches us that first, attention should be attached to each enterprise ' s asset liability structure, because operation based on excessive borrowing is very dangerous, second, don ' t blindly get involved in multi - angle management, because there are many pitfalls, third, taking full consideration of one ' s own strength when seeking enterprise merging or expansion, with economic results as the goal, and fourth, intensifying each enterprise group ' s internal management, and preventing the loss of control over management
韓國的教訓告訴我們：一、一定要注意企業資產負債結構，過度負債經營十分危險；二、不要盲目搞多角經營，因為這裏面有很多陷階；三、在企業兼并和擴張過程中一定要充分考慮自己的實力，以經濟效益為目標；四、嚴格集團內部管理，防止管理失控。 -
Answer : " standard of dangerous building appraisal " ( jgj125 - 99 ) definition structure damages badly already, or bearing component part already belonged to critical component part, lose stability and carrying capacity possibly at any time, unwarrantable the building that live and uses security
答： 《危險房屋鑒定標準》 （ jgj125 - 99 ）定義結構已嚴重損壞，或承重構件已屬危險構件，隨時可能喪失穩定和承載能力，不能保證居住和使用安全的房屋。 -
Based on the description of the global structure of this system and combined with the j2ee platform the key techniques are discussed in detail and the establishment of the dangerous chemical sources database is explained
在論述系統的總體結構的基礎上，結合j2ee平臺，對其中的關鍵技術進行了詳細的論述，並對危險化學源數據庫的建立做了一定的論述。 -
Dangerous structure removal notice
拆除危險構築物通知書
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