spandrel n.【建筑】(三角)拱肩，拱上空間；上下層窗空間。
n. 【建筑】(三角)拱肩，拱上空間；上下層窗空間。 “arch spandrel“ 中文翻譯： 拱臂“open spandrel“ 中文翻譯： 空腹式拱“spandrel arch“ 中文翻譯： 拱肩拱; 空腹拱; 實肋拱“spandrel beam“ 中文翻譯： 外墻托梁“spandrel column“ 中文翻譯： 拱背柱; 拱上立柱“spandrel frame“ 中文翻譯： 三角構架; 三角形構架; 三角形鍘架“spandrel girder“ 中文翻譯： 承重梁“spandrel glass“ 中文翻譯： 拱肩玻璃; 幕墻不透明玻璃“spandrel hanger“ 中文翻譯： 拱肩吊鉤“spandrel panel“ 中文翻譯： 拱肩鑲板“spandrel space“ 中文翻譯： 拱肩上空間“spandrel step“ 中文翻譯： 三角形截面踏步; 三角形踏步“spandrel structure“ 中文翻譯： 拱上結構“spandrel wall“ 中文翻譯： 窗肚墻; 拱肩墻; 拱上側墻“spandrel; spandril“ 中文翻譯： 拱脊“window spandrel“ 中文翻譯： 上下層窗之間的空間“filled spandrel arch“ 中文翻譯： 實肩拱“filled spandrel arch bridge“ 中文翻譯： 實腹拱橋“open spandrel arch“ 中文翻譯： 空腹拱“open spandrel arch bridge“ 中文翻譯： 空腹拱橋“open-spandrel arch bridge“ 中文翻譯： 開腹拱橋“solid spandrel arch“ 中文翻譯： 實肩拱; 填腔拱 ，實腹拱“solid-spandrel arch bridge“ 中文翻譯： 實腹拱橋“spandrel braced arch“ 中文翻譯： 構腔拱; 桁架式拱“spandow“ 中文翻譯： 斯潘多“spandovits“ 中文翻譯： 什蓬多維奇
spandril |
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Consideration of the additional axial , two angular deformations generated by the bond slipping in anchorage zones of joints , the assumption is made , that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements . additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements . the space bond slip relation can truly compute bond slip in anchorage zones , additional def ? rmatinns , and their contribution to the space nonlinearity of a niember , has used iii space nonlinear analysis of columns and spandrel beams in this dissertation 附加變形對塑性子區域的剛度貢獻，看作是塑性子區域的邊界非線性，建立了構件端部子區域基于構件邊界非線性的鋼筋與砼之間的空間粘結滑移關系，能較真實地求得錨固區的粘結滑移、附加變形以及他們對構件空間非線性性能的貢獻，并運用于柱、裙梁的空間非線性分析之中。 |
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It consists of four spandrel neon bands , each representing 15 minutes , and the colour changes from top to bottom . when the four bands are of the same colour , an hour has passed . more than an innovative clock , lightimetm has become a new symbol of hong kong in a similar way to which the eiffel tower reminds people of paris 這個報時器會在不同的時段內顯示不同的顏色，它包括四截拱肩型的霓虹光管，每截光管由上而下順序在十五分鐘內轉色，直至四截都轉為同一個顏色，便代表已過了一小時。 |
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Through the finite element method , this paper compares some variable parameters such as the arch axis , the rise - span ratio and the ratio of spans , which influence the mechanical performances of open spandrel rigid - framed arch bridge . then it summarizes the mechanical properties of this bridge type and the optimal range of these parameters . the plexiglass model test validates the correctness of the finite element method used in this paper . the study will provide reference for the design of this new bridge type 本文采用有限元方法對影響空腹式剛架拱橋受力性能的主要參數：拱軸線型、矢跨比及跨徑比進行了比較分析，總結了這種橋型的結構受力特點以及拱軸線型等參數的合理范圍，為這種新橋型的工程設計提供參考，并通過有機玻璃模型試驗驗證了有限元分析的正確性。 |
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From the point of the behavior of spandrel beam in the course of test , there are four clearly stages based on the three characteristic points : bending cracking of floor beams through the column , diagonal cracking of spandrel beams and / or bending cracking of floor beams above the spandrel beams ( including floor ) and bending yield of floor beams through the column . in the last stage , the torque of spandrel beams seems more like an equilibrium torque than a compatibility torque . the law of 從邊主梁的受力看，以過柱子次梁的彎曲開裂、邊主梁的扭剪開裂以及梁上次梁（包括樓板）的彎曲開裂和過柱子次梁的彎曲屈服為受力特征點劃分為四個受力階段，其中邊主梁在過柱子次梁的彎曲屈服后的受扭則更多地具有平衡扭轉的性質，而在這以前是協調扭轉。 |
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The conclusions are list as follows : ( 1 ) the mechanical properties of different parts of the bridge are as follows : arch is under the combined action of compression and bend ; open spandrel beam is under the combined action of tension and bend ; close spandrel beam is under the combined action of compression ( or tension ) and bend , but the axis force is small 本文得出的結論如下： ( 1 )空腹式剛架拱橋的受力兼具梁和拱的特點。結構各部位的受力特性如下：斜腿為壓彎作用；空腹段梁體為拉彎作用；中跨實腹段梁體為壓彎作用或拉彎作用，但軸向力較小，受力更接近純彎構件。 |
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Based on the theoretical analyses and the results from tests , the changing law of secondary torque is similar with that of the torque of spandrel beams subjected to the vertical loading . it points out the fact that secondary torque is a compatibility torque . at the same time , it provides an applicable method , which conforms to the changing law of secondary torque 本文通過理論和試驗數據分析，得到預應力次扭矩的變化規律與豎向荷載作用下的邊主梁扭矩的變化類同，指出預應力次扭矩同樣是一個典型的協調扭矩；同時對于預應力次扭矩在設計中如何考慮，本文提供了一種實用的并且符合預應力次扭矩變化規律的處理方法。 |
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At last , it discusses the method of designing the spandrel beams properly , including the reduction of spandrel - beam - torque and the flexural strength ratio between columns and beams . results from the tests show that the effect of secondary torque , especially the anti - symmetry , exists in the structure during the whole testing 試驗結果表明，預應力次扭矩對結構受力的影響，存在于整個受力階段，其對結構受力的反對稱效應是比較明確的，尤其對邊主梁的受扭影響。 |
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Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station . and the engineering geological conditions of rock mass are carefully studied in the paper . the modified csmr are adopted to perform the classification of the slope rock mass , the results of which are combined with the macroscopic stability of the high slope . on the basis of these , the methods of geological diagnosis and the finite element analysis are applied to analyze and compute the overall stability of the high slope 本文在闡明錦屏一級水電站壩區巖體的形成和演化特征的基礎上，詳細研究了拱肩槽高邊坡巖體的結構特征及岸坡巖體淺表生改造特征，建立了岸坡巖體淺表生改造與岸坡演化模式，分析研究了巖體的物理力學性質，采用修正的csmr法對拱肩槽高邊坡的巖體質量進行分級研究，在此上基礎之上，采用地質分析判斷和有限元分析等方法，對高邊坡整體穩定性進行了系統分析、計算與評價；應用塊體理論對高邊坡的局部穩定性進行了分析計算，確定局部不穩定塊體的規模、出露范圍，從而對拱肩槽高邊坡的局部穩定性有了系統全面的認識和了解。 |
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Compounding stiffness is introduced for analyzing the characteristics of moment redistribution in the long - span floor beams structure subjected to lateral loading . it is shown from the testing result that the specimen can be analyzed by elastic theory before cracking . the development of cracking in the spandrel beams and the floor beams ( including floor ) causing the compounding stiffness and the bending stiffness of floor beams through the column to change distinctly , correspondingly moment - torque redistribution occurs 由于過柱子次梁、邊主梁的開裂以及梁上次梁（包括樓板）的開裂，使得過柱子次梁的抗彎剛度和邊主梁梁上次梁板組合剛度發生了明顯的變化，導致產生彎扭重分配，一般情況下，組合剛度與過柱子次梁抗彎剛度的比值增大，邊主梁所受扭矩增加，反之，邊主梁所受扭矩減小。 |
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6 . the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams , the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered , ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member . except the geometric nonhineaicty . consideration of double nonlinearities about materials an 6 、將分段截面離散的屈服面模型法應用于裙梁，考慮剪力剪切變形對材料非線性的影響，將錨固區鋼筋的粘結滑移看成構件的邊界非線性，不考慮幾何非線件，建立了裙梁考慮村料、邊界雙重非線性的空間滯回曲線分析模型。 |
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Circular arch is rational for big rise - span ratio , but each has his strong point for small rise - span ratio . ( 3 ) the common used rise - span ratios are 1 / 6 - 1 / 12 . by the decrease of rise - span ratio , the internal forces are increasing linearly except of the moment of open spandrel beam ( 3 )空腹式剛架拱橋的矢跨比一般為1 6 1 12 ，隨著矢跨比的減小，除了空腹段加勁梁的彎矩值線性減小外，其余截面的內力值均為線性增大。 |
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The zhaozhou bridge built in the daye period ( 605a . d . - 618a . d . ) of the sui dynasty ( 581a . d . - 618a . d . ) , with a clear span of 37 metres and small arches within the main arch , was the earliest spandrel arch bridge and also the longest stone arch bridge in the world 中國隋朝大業年間（公元605 - 618年）建成的趙州橋，凈跨37米，主拱圈上敷設小拱，是世界上最早的空腹拱橋，也是當時世界上跨度最大的石拱橋。 |
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Open spandrel rigid - framed arch bridge is the development of traditional rigid - framed arch bridge during its application in china . it utilizes and develops the mechanical performances and advantages of arch and rigid - frame 空腹式剛架拱橋是剛架拱橋在我國應用中的一個新發展，它在受力方面兼有拱和梁式剛架的特點，且充分利用和發揮了二者在力學性能上的各自特點和優勢。 |
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The method for design thin - wall core box cast - in - site concrete hollow floor using common structural computing software is put forward and the scale for the magnifying stiffness coefficient of the spandrel beam and middle beam is discussed 5 、提出了采用常用的結構計算軟件計算薄壁箱體現澆混凝土空心樓蓋設計的方法,提出了邊梁和中梁剛度放大系數的建議。 |
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( 5 ) for segmental bridge , creep will cause secondary force because of changing of the system . creep has slight influence on the distribution of internal force of rigid - frame , but has great influence on the spandrel beam ( 5 )對于采用分階段節段施工的橋梁，由于存在體系變化，徐變不僅對結構的變形有影響，而且還將產生徐變次內力。 |
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It also investigates the effect of secondary torque , the characteristics of moment redistribution subjected to reversed cyclic loading , and the role of spandrel beams in the overall response 著重討論了預應力次扭矩對結構受力的影響、水平荷載作用下結構的彎扭分配規律以及如何進行邊主梁的合理設計等問題。 |
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Three - dimensional finite element analysis of spandrel groove high slope stability of xiluodu hydropower station in jinsha river , china 溪洛渡水電站拱肩槽高邊坡穩定性的三維有限元分析 |
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Static and dynamic behavior of three - span continuous prestressed concrete rigid framed arch bridges without spandrel members 三跨連續無腹桿預應力混凝土剛架拱橋的靜動力特性 |
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General construction scheme of rigid - frame open spandrel arch of youxizhou minjiang river bridge in fuzhou 福州尤溪洲閩江大橋空腹式剛架拱總體施工方案 |