dead loading 中文意思是什麼
dead loading
解釋
重物加載-
Seller shall be liable for any dead freight or demurrage, should they fail to have the quantity of the goods ready for loading in time as stipulated, if the carrying vessel has arrived at the port of shipment as advised
如果運輸船隻按賣方通知到達裝運港而賣方未能按規定及時將貨物備妥待運，那麼賣方應承擔由此產生的空艙費及滯期費。 -
Loading dead time
裝填羈時 -
Dead weight loading simulating that of the bolts was applied at the bolt holes through the agency of steel balls and buttons.
螺栓荷載是用死荷重來模擬的，以鋼球和壓鈕作為代用件，通過它們將此荷載施加於螺栓孔。 -
The second chapter firstly expounds upon some principles of incorporation clause in the b / l under c / p at common law : a clause which is directly germane to the subject matter of the bill of lading ( that is to the shipment, carriage and delivery of goods ) can and should be incorporated into the bill of lading contract ; the ancillary terms / clauses of the charter - party could not be incorporated into the bill of lading unless these ancillary terms / clauses are explained by the specific words in the charter - party or in the bill of lading ; presumed intention of charter - parties should be found by the incorporation clause ; an incorporation clause is subject to the loading, carriage and delivery of the goods ; only charter - party terms, which are usual and reason, could be included in the bill of lading etc. - 1 - based on these rules i elaborate on some terms of the charter - party which often arise disputes, for example freight clause, dead - freight clause, demurrage clause and arbitration clause etc. could be incorporated into the bill of lading or not ; if could how these clauses should be incorporated into b / l
第二章首先闡明英美普通法中對租約提單中併入條款解釋的幾大原則：與合約標的事項直接關聯的原則； 「附屬性條款」需有效合併的原則；合併條款要尋求雙方訂約的意願；合併主要是針對與貨物運輸和貨物交付有關的內容；合併的條款必須公平合理等原則。然後根據這些原則，具體闡述租約中容易產生糾紛的條款，如運費條款、虧艙費條款、滯期費條款、仲裁條款等條款能否併入提單，如何併入提單的問題。在具體說明的過程中，也闡述了我國海商法的規定及實務中的做法，並盡可能對其進行分析，指出其中不完善之處，並試圖提出一些改進的方法。 -
Dielectric dead - ends mechanic testing report suspension vertical loading and grip testing report
懸垂線夾垂直荷載及握力試驗報告 -
The protector of electromotor have used heat relay for a long time, but heat relay not only has a dead area in the light over - loading area, but also ca n ' t protect open phase under so much circumstances
電動機保護裝置採用熱繼電器已有很長的歷史，但熱繼電器在電機的輕過載區存在著「保護死區」 ，而且對斷相保護在許多情況下起不到保護作用。 -
But because of an indeterminate flexible structure with many degree of redundancy, its variant inner force under dead - loading, nonlinear behavior and the correlation between construction method and completed structure, especially incessant conversion of system in construction method, these must bring many complicated change to construction internal force and displacement. these main factors resulting in construction control analysis become more important in the design of cable - stayed bridge
但由於它屬于高次超靜定的柔性結構，恆載內力狀態具有多樣性、結構狀態呈非線性、施工過程與成橋狀態具有相關性，特別是在施工階段結構體系的不斷轉換，必然給橋梁結構帶來較復雜的內力和位移變化，這些特點使得斜拉橋的施工控制分析成為突出的研究課題。 -
This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization
半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。 -
Loading for buildings - code of practice for dead and imposed loads
建築物負載設計.固定負載和施加載荷實用規程
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