超筋的 的英文怎麼說
中文拼音 [chāojīnde]
超筋的
英文
overreinforced-
Ultrastructure investigation of deep fascia in response to gradual distraction
緩慢牽伸深筋膜的超微結構觀察Sliding displacement of beam longitudinal bars in staggered joints is smaller than in ordinary joints, and the beam bar " overstrength in staggered joints is more serious than in ordinary joints when shear force is equal in the two types of joints
2在節點所受剪力相同的情況下，錯層節點中梁縱筋的粘結滑移比普通節點的要小，梁筋的超強更嚴重。Limgber up the muscles and alleviate the pain : by the special massage tethenique, the special essential oil extreme small molecule absorbed through skin and enter the lymphokinesis circulation quickly, invigorate the circulation of blood, reduce petechiae, remove the typhoid fever and pain
舒筋減痛：經過特殊的按摩手法和純天然植物有精華油超細分子快速透皮吸收，直接進入血液循環，活血化淤，疏通經脈、排除廢物、促進血腫的消失。To our knowledge, there are no articles dedicated to the description of sonographic findings in nodular fascitis
據我們所知，還沒有文獻專門描述過結節性筋膜炎的超聲表現。Abstract : experimental researches on normal section ultimate fle xural strength of prestressed reverse - rib - slab with excessive steel bar were m ade, and according to chinese norm ( gbj10 - 89 ) and american norm ( aci ) in which s train harmony analysis method was adopted, its ultimate strength was calculated, these make us further realizse the ultimate flexural strength of prestressed r everse - rib - slab with excessive steel bar
文摘:通過疊合結構中預應力超筋倒肋薄板正截面極限承載力的試驗研究，分別採用規范gbj10 - 89中的受彎構件、偏心受壓構件的計算公式及美國aci規范中的應變協調分析方法計算了極限承載力，從而更清楚地認識了配有高強鋼絲的超筋倒肋板的極限承載力計算問題。This paper has done the indoor test of the frictional property of the reinforced earth, and the prototype measurement and calculation with finite element method of the single level super high reinforcement retaining wall located in panzhihua city
本文進行了室內拉筋摩擦性質的研究，對攀枝花市三中運動場單級超高加筋土擋墻進行了原型觀測和有限元計算分析。To make progress on the development of good - quality end - use wheat in china
強筋優質超高產小麥新品種豫麥68號的選育Inner force on strengthening concrete statically indeterminate beams prestressed with localized tendons
局部張拉預應力筋加固混凝土超靜定梁的內力計算Clinical observation of subtenon ' s anesthesia in small incision non - phacoemulsification cataract extraction and iol implantation
眼筋膜囊內麻醉在小切口非超聲乳化白內障摘除術中的臨床觀察Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times
基於上述研究，得出的主要結論有：建築物震害預測是一個模糊的、系統的、復雜的問題，現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據，有其自身的優缺點和一定的適用范圍；應針對不同的建築物條件、場地條件、地震強度和已有經驗等，採用不同的預測方法進行建築物震害預測，以使預測結果達到預期的精確性、可靠性和可操作性；建立了漳州市區7類建築物在6度9度地震作用下的震害矩陣，成為指導抗震防災的重要依據，各類結構的震害情況表現為： 6度地震作用下各類建築物基本完好； 7度地震作用下除鋼筋混凝土結構基本完好外其餘以建築輕微破壞為主； 8度地震作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以中等破壞為主； 9度地震作用下鋼筋混凝土結構以輕微破壞為主，單層工業廠房和空曠房屋以中等破壞為主，其餘建築以嚴重破壞為主；建築物的震害預測結果體現了未來地震來臨時的震害程度，在編制漳州市區抗震防災規劃時，對于遭遇50年超越概率10的地震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固；由建築物的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分，重慶大學碩士學位論文中文摘要其主要與建築物總面積、結構類型、地震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度方向遞增，漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度（ 7度）時，漳州市區直接經濟損失約4 . 5億元，無家可歸人員約40000人，且以磚木結構和多層磚混結構的震害損失最大;地震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關，地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。On the basis of the inspection for pile foundations of a bridge in bangladesh, this paper describes the ultrasonic inspection for a special case of bored pile embedded with sounding pipes in between its double layers of reinforcement cages, analyzes the influential factors of the inspection in such case and also compares the evaluation criteria on the ultrasonic inspection for pile foundations at home and abroad
摘要結合孟加拉一座橋梁的樁基檢測，闡述了聲測管埋設在雙層鋼筋籠之間這一特殊情況的超聲檢測，對其所受的影響因素進行了分析，進而對國內與國際上的樁基超聲檢測評定標準進行了比較。Firstly this text studied the super thick planceer of mass concrete of high - rise building with ten characteristics comparing with the common reinforced concrete, according to the above characteristic from three aspect including the reinforcing bar project, the concretes project and the form project, elaborate the construction characteristics of super thick mass concrete planceer of high - rise building, have a detailed explanation of the big reinforcing bar link technique and the pump technique of the prepared concrete
首先本文研究了高層建築超厚底板大體積混凝土的與普通鋼筋混凝土相比具有的十個特性，根據上述特性從鋼筋工程、模板工程、混凝土工程三個方面闡述了高層建築超厚底板大體積混凝土的施工特點，重點就鋼筋連接技術、預拌混凝土泵送技術進行詳細論述。The pathological diagnosis should include : ( 1 ) the electromyographic ( emg ) recording and ultrasound imaging of local twitch responses ( ltrs ), ( 2 ) the emg recording of spontaneous electrical activity ( endplate noise ) at multiple active loci in the mtrp, and ( 3 ) the biopsies of mtrp that show contraction knots and giant round muscle fibers
病理學的診斷應該包括： （ 1 ）局部抽搐反應的肌電圖記錄與超音波影像， （ 2 ）在肌筋膜激痛點里的多發性活動性小點上之自發性電位活動（終板雜訊）的肌電圖紀錄， （ 3 ）肌筋膜激痛點的切片檢查顯現出收縮結節和大而圓的肌肉纖維。In this paper, with the available computer method, theauthors have obtained the stress distribution acrosssections of reinforced concrete composite beams under two stages ofloading, and show that the stress redistribution under two stages ofloading results in a reduction of stress discrepancy in thetensile steel and of strain discrepency in the compressed concrete between thecomposite beam and the corresponding casting beam
本文運用成熟的電算模擬方法，計算得到二階段受力鋼筋砼疊合梁在不同受力階段的截面應力分佈規律及鋼筋的應力變化規律，分析得到二階段受力時鋼筋砼疊合梁1的受拉鋼筋應力超前、受壓區砼應變遲后逐漸緩解的實質為截面應力重分佈的結果The depth of carbonization exceeds the position of reinforcement in concrete beams, nevertheless, the steel reinforcement is still good. 4
在所調查使用時間比較長的橋梁中，混凝土碳化的深度有很多已經大大超過了鋼筋的部位，但鑿去鋼筋保護層后，可以看到鋼筋完好如初。For example, the large friction loss of prestressed tendons, complex anchorage bearing joint, the problem of cracks in large area structure, axial compress of long span continuous beam under prestress. all those hinder its use in long span structure. until now days, the cognition about the behavior of such structure under loads is not enough for the realm of prestressed concrete of all the world
但是，預應力技術應用於大跨連續框架結構，在設計和施工中還存在一些缺點和不足，例如預應力筋的摩擦損失過大，節點錨固區設計和構造復雜、大面積結構的裂縫控制問題、大跨框架梁在預應力作用下的軸向縮短等，這些都是困擾大跨預應力混凝土框架結構應用的突出問題，特別是目前對于預應力混凝土超靜定結構的受力性能，國內外預應力界的認識尚不夠全面。According to different transverse difference in temperature and lengthways difference in temperature, the paper gave the method of computing temperature effect including : 1 ) the stress ot1 caused by nonlinear difference in temperature. 2 ) the constrain stress o t2 in undetermined structures by equivalent difference in temperature. 3 ) the constrain stress ot3 caused in undetermined structures by even difference in temperature tm
針對具有不同性質的橫向溫差和縱向溫差，本文分別提出了預應力結構的溫度效應的計算方法，包括： 1 ）非線性溫差引起的自約束應力_ （ t1 ） ； 2 ）等效線性溫差引起的超靜定結構的約束太原理工大學碩士學位論文應力民3 ）均勻溫差tw引起超靜定結構中的約束應力4 4 ）均勻溫差tm引起梁的軸向變形受到柱的側向約束，與預應力筋的溫度變形之間的差異引起的預應力的變化。Research on the effective wall thick of rectangular member with high strength concrete under over reinforced pure torsion
高強混凝土超筋受扭構件有效壁厚的研究The mechanical response of the appropriate reinforcement beam and the surplus reinforcement beam, which were loaded in the experiment conditions, was computed
模擬了適筋梁和超筋梁的加載過程，並研究了適筋梁和超筋梁各自的力學特性。The concrete damage of simply supported beams can be effectively assessed by these two defining damage methods. the results show that both methods are feasible and close to reality by analyzing the whole damage process of simply supported prestressed rc beams and rc beams which have different reinforced ratios and loads
應用此損傷指標描述了簡支梁中混凝土的損傷，通過對適筋梁、少筋梁、超筋梁以及普通rc梁和預應力rc梁的對比研究，顯示了該損傷定義方法的可行性及其與實際現象的一致性。分享友人