有凝結力地 的英文怎麼說
中文拼音 [yǒuníngjiēlìde]
有凝結力地
英文
concretively-
Secondly, the course of transformation in china ' s grass - root shows that political integration by power exclusively uses national power as the main measure of political integration, that the state executes in a sovereignty capacity a simplex " reflexive monitoring " to societies within the " national boundaries ". in order to secure the national power to arrive quickly and effectively at each would - be integrated stage, the state eliminates those tanglesome characteristics of all the integration objects, and regard them as indistinctive abstract existence wanting technical treatment. thus, integration of this kind holds the political community externally, rather than internally and organically
第二，以中國基層社會為敘述場景的社會轉型歷程表明，國家權力支配型的政治整合排他性地將國家權力作為政治整合的主導手段，國家以主權者的身份對處于「國界」中的社會實施一元化的「反思性監控」 ，並為了保證國家權力能夠迅捷有效地抵達有待整合的各個層面，而消除了一切整合對象的「雜多」個性，將之視為有待技術化處理的無差別的抽象存在，致使這種整合形式只能維系政治共同體的外在統一，而無法實現作為「共同體」應有之義的內在凝聚和有機團結。The box beam ' s temperature stress of longitudinal direction and transverse direction with different conformation are analyzed, it finds that there is largish temperature tensile stress in the bottom of top deck and the haunch of box beam increase temperature tensile stress in the bottom of top deck. the paper makes a study of different thermal effects resulted from several kinds of closed rigid frame
根據大量實測溫度場結果建議採用一個有利於理論推導的指數函數的公式來擬和箱梁體內的溫差分佈，既貼近實測數值，計算又比較簡單；通過對空腹式剛架拱橋尤溪洲大橋所在地夏季、秋季、冬季的溫度場及溫度應力的實測，以及與本文所提出計算方法的理論解進行的分析比較，證實了本文計算方法的正確，同時改進了已往混凝土箱梁溫度自應力的計算方法。From lots of models, this paper chooses seven models - model of mander, model of zhangxiuqin, model of sheikh, model of park, model of saatcioglu, model of fafitis and model of yuanjingen, which express the mechanics capability of confinement concrete perfectly and representatively. the paper modified some incorrect points of the models after studying them and some different hysteretic rules - hysteretic rules of park, hysteretic rules of blakeley, hysteretic rules of mander etc. were added to the models. on the base of above, the models were programmed and added in the program based on the column - beam element of the fiber model
本文從大量的約束混凝土本構模型中篩選出具有代表性的七種模型，即mander模型、張秀琴模型、 sheikh模型、 park模型、 saatcioglu模型、 fafitis模型和袁錦根模型作為考察和研究對象，對部分模型局部明顯不當的地方進行了修改，然後在各模型中添加了不同的滯回規則，包括park滯回規則、 blakeley滯回規則、 mander滯回規則、張秀琴滯回規則、袁錦根滯回規則以及本文提出的滯回規則等，使其能適用於結構地震反應動力分析。Different algorithms were compared in the numerical simulation and model experiment of concrete velocity inversion the results showed that, compared with the least - square solutions and the damped least - square solutions, the damped and natural weighted least - square solutions reflected the inner defections of the tested object more reliably and exactly due to the usage of correct priori information, which benefited the suppression of noises and made the iterations of inverse stable and convergent
結果表明，相對于最小二乘法和阻尼最小二乘法，基於自然權的加權阻尼最小二乘演算法，由於利用了正確的先驗信息，不但使反演過程收斂，而且具有數值穩定、抗噪能力強的優點，其成像結果能真實有效地反映對象內部缺陷，因此更適用於混凝土的超聲波速度反演。Meanwhile, by using delaminating combination finite element method and macro finite element analysis methods, the paper present two kinds of analysis programs. based on the aforementioned analysis program, the failure form, distribution of plastic hinge, load - carrying capacity, displacement and ductility characteristics are investigated to reveal the failure mechanism and the failure proceeding under seismic effects. the results are in good agreement with the test results, indicating the precision of the aforementioned two programs is satisfiable to the practical engineering design
分別採用分層組合式有限元和宏觀有限元分析方法，編寫了2種鋼筋混凝土中高帶邊框柱剪力墻結構的彈塑性有限元分析程序，同時利用上述2種分析程序，研究了模型結構的破壞形態、塑性鉸的分佈、承載力、位移及延性性能等特性，探討了這類結構在地震作用下的破壞全過程與破壞機理，得到其主要受力特性和抗震性能的一般規律，所得結果與試驗值吻合較好，表明上述2種程序分析結果的精度均可滿足實際工程的設計要求，因此可用於這類結構的抗震性能分析與設計。The results prove that sra can improve the workability of hpc and promote effectively anti - cracking performance of concrete, without any negative effect on the mechanical property of concrete
研究結果表明：減縮劑能夠改善高性能混凝土的工作性，對混凝土的力學性能無副作用，能夠有效地提高混凝土的抗裂性能。This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure
本文以軍用機場地面單機掩蔽庫工程建設為工程背景，首次對內襯三維波紋鋼板混凝土拱型復合結構的受力機理進行了靜力、動力和爆炸荷載的分析研究。根據將橫肋、鋼筋及三維波紋鋼板的作用均勻分佈在殼體范圍內的情況，忽略橫肋、鋼筋及三維波紋鋼板沿殼體母線方向的抗拉、抗彎及其抗扭作用，首次推導出了內襯三維波紋鋼板混凝土殼體的微分平衡方程，建立了有限元計算模型，並採用三角函數法，求解了三維波紋鋼板混凝土拱型復合結構在分佈荷載和集中荷載作用下的位移響應和應力響應，並與普通殼體進行了比較。To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering
為滿足建築物大空間和靈活隔斷要求，在高位轉換層結構中採用迭層空腹桁架結構.首先分析了其受力性能，得出了空腹桁架各構件合理的截面剛度以及布局形式.然後結合一實際工程，進行了兩榀迭層空腹桁架轉換結構模型（ 1 : 8相似比）的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝土迭層空腹桁架，另一榀配置了預應力和鋼骨混凝土，對比分析了兩模型的層間位移比、骨架曲線以及等效粘質阻力系數等抗震性能的比較，並進行了彈塑性動力分析.試驗和分析結果表明，配置預應力和型鋼混凝土的迭層空腹桁架轉換結構具有良好的抗震性能，可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊端問題，最後對這類轉換層結構提出了相應的設計建議In view of the general prevalence of the obscure financial orientation, backward management mode and ambiguous property right and disorderly capital management of the conglomerates, this article, for the purpose of effectively ironing out the series of existing problems, puts forward the augment that corporate groups ’ financial management mode must be persistently based on capital operation as its core, thus demonstrating the principle of the organic combination of the centralized power and decentralized power, establishing a financial management mode characterized by the integration of centralized power and decentralized power, which will be conducive to bringing into full play the financial control function of the parent company and the subsidiaries, stimulating the initiative and creativity of the subsidiaries and effectively controlling the risks of the operators and the subsidiaries
以建築施工、房地產開發為主營業務的大型集團型國有企業為例，他們在財務管理方面普遍存在著分權過度的問題，對子公司的財務行為難以統一協調，無法合理配置有效資源，致使企業集團的凝聚力、控制力難以實現。因此，構建有效的財務管理體制，強化企業集團的財務管理職能，灌輸財務管理的戰略思想已迫在眉梢。因此，本人希望充分利用本人在吉林大學的三年碩士班學習掌握的財務管理知識，結合導師指導和自身工作體會來了解分析當前企業集團存在制約企業集團良性發展的普遍問題入手，基於集團的組織模式、制度建設，預算管理等方面進行深刻剖析，結合現實案例系統並有針對性的提出了一套具體的集團企業財務管理戰略模式，以期能對企業集團的生存與發展具有較好的現實意義。From the connotation of the religious worship, ethnic culture and aesthetic emotion of the tower base - - buddha ' s portrait making, lotus and phoenix loving to religious spirit implied in the tower, the spirit of " the harmony and unity of heaven and human " in ancient architecture and artistic charming of culture are embodied. at the same time, the deep connotation implied in buddhism, confucianism and daoism revealed, to greatly rich the treasure house of chinese ancient architecture
從塔基?造像與蓮花、鳳鳥情結的宗教崇拜內涵和民族文化審美情結，到代表佛教多種象徵復合體的塔剎所蘊涵的宗教精神氣質，雁北四塔以其特有的科學藝術價值，不僅體現了「天人合一」的古建築精神境界，以及宗教崇拜物態化而最終以形傳意的文化藝術魅力，而且凝結了佛教理念與儒、道文化融會貫通的深刻內涵，從而極大地豐富了中國古代建築文化的寶庫。China ' s first native dishes international cooking contest : china association for the study of native dishes, sichuan breeze kitchen g management ltd., shanghai xin billion entertainment food limited, half restaurant chain field, a century - kee restaurant management limited jointly sponsored ; chinese chinese food by the australian association for the exchange, chongqing yin rui restaurant management company, mentoring restaurant management company, rui qi jia food management limited, " chinese chefs " co magazine ; chinese arts and cultural food festival yiwu " half field " food chain management of a whole host of international events catering, located throughout 60 for many points, you peer in the october 30 submitted application forms and related that witnessed the glorious unity cohesion
中國首屆鄉土菜國際烹飪大賽由中國鄉土菜研究協會、川味飄香廚政管理有限公司、上海億欣娛樂美食有限公司、半畝田餐飲連鎖機構、百年榮記餐飲管理有限公司共同主辦；由澳洲華人中餐交流協會、重慶賢銳餐飲管理公司、摯友餐飲管理公司、銳綺佳餐飲管理有限公司、 《中國大廚》雜志社協辦；中華藝術文化美食節組委會和義烏「半畝田」餐飲連鎖管理機構全程承辦的一次國際性餐飲賽事，目前全國各地設60多個報名點，請各位同行於10月30日前提交報名表格和相關證明，共同見證團結凝聚力的輝煌。The main work done in this paper is as follows : ( 1 ) simulate the temperature field of basement wall by ansys software, sum up the characteristics of the temperature field of basement wall, and analyze the influence of the types of the molding board, environmental change and cement content ; ( 2 ) the whole simulation analysis process of early - age concrete stress field is realized by sub - development of ansys, and cts - ansys software is developed with fortran ; ( 3 ) based on the cause of cracking, the influence of the thickness of the wall, length, bar arrangement, mix proportion, expanding agent, etc, on the wall stress due to concrete creep and temperature change is analyzed
本文主要進行了以下幾個方面的研究： （ 1 ）利用ansys軟體，模擬了施工期地下室側墻溫度場，總結了地下室側墻溫度場分佈的特點，分析了模板類型、環境變化和水泥用量等對墻體溫度場的影響； （ 2 ）以大型通用有限元軟體ansys為平臺進行二次開發，運用visualfortran語言編寫了cts - ansys程序，實現了施工期混凝土徐變溫度應力的模擬計算； （ 3 ）從裂縫形成的原因出發，分析了地下室側墻厚度、長度、配筋率、配合比、膨脹劑等因素對墻體徐變溫度應力的影響。Rifeng enterprise culture that takes rifeng spirit of innovation, specialty, unity and faithfulness and management theory of “ we engages in more professional service ” as core, it highlights culture unique feature “ base on people ”, stresses on the enterprise not only supplies first - class quality, but also contributes the society, trains staff and makes the enterprise and staff grow up together, to bring strong impelling power and cohesive force as well as effectively promote the enterprise sustainable development
以創新、專業、團結和忠誠的日豐精神和「我們從事更專業的服務」的經營理念為核心的日豐機械企業文化，突出了「以人為本」的文化特色，強調企業不僅要提供優質的產品，同時也要服務社會、造就員工、追求企業與員工的共同成長，從而產生強烈的感召力和凝聚力，有力地推動了企業的持續發展。The condensation heat - exchange characteristic of a separate - type heat - pipe was studied on a 1 : 1 model. the heat pipe is heated by electricity, and working fluid is distilled water, and it is cooled by air. the experimental results show that, ( 1 ) when charging liquid ratio is 45 %, condensation heat - exchange coefficient reaches to maxium ; ( 2 ) when there is not non - condensing gas, the coeffcient decreases a little with the increase of vapour pressure, and it decreases by 9. 5 % when the pressure increases from 0. 16mpa to 0. 36mpa ; ( 3 ) when there is non - condensing gas, the coefficient decreases a little, but when the gas is discharged by an exhaust value, it can be improved, when the volume content of the gas is 2. 5 %, it can increased by 22 % ; ( 4 ) the effect of the non - condensing gas on the coefficient decreases with the increase of the pressure, and when the volume content of the gas is 5 % and the pressure increases from 0. 16mpa to 0. 36mpa, the coefficient increases by 6 %. the relative curves are given between condensation heat - exchange coefficient and air flowrate, charging liquid ratio and vapour pressure
建立了空氣冷卻實驗臺，熱管的加熱方式為電加熱，工質為蒸餾水.在1 1模型上對分離式熱管管內凝結換熱特性、不凝性氣體對凝結換熱的影響及不凝性氣體的擴散規律進行了試驗，得出分離式熱管有一最佳充液率，其值為45 %左右；凝結換熱系數隨著蒸汽壓力的增加略有降低，在實驗的壓力范圍內，降低了9 . 5 % ；不凝性氣體對分離式熱管的凝結換熱僅影響冷凝段下部較小部分，通過排氣閥排出不凝性氣體可有效地改善冷凝段下部的凝結換熱；隨著壓力的增加，不凝性氣體對分離式熱管冷凝段的影響減少.這些結論可用於分離式熱管換熱器的工程設計和控制Abstract : the condensation heat - exchange characteristic of a separate - type heat - pipe was studied on a 1 : 1 model. the heat pipe is heated by electricity, and working fluid is distilled water, and it is cooled by air. the experimental results show that, ( 1 ) when charging liquid ratio is 45 %, condensation heat - exchange coefficient reaches to maxium ; ( 2 ) when there is not non - condensing gas, the coeffcient decreases a little with the increase of vapour pressure, and it decreases by 9. 5 % when the pressure increases from 0. 16mpa to 0. 36mpa ; ( 3 ) when there is non - condensing gas, the coefficient decreases a little, but when the gas is discharged by an exhaust value, it can be improved, when the volume content of the gas is 2. 5 %, it can increased by 22 % ; ( 4 ) the effect of the non - condensing gas on the coefficient decreases with the increase of the pressure, and when the volume content of the gas is 5 % and the pressure increases from 0. 16mpa to 0. 36mpa, the coefficient increases by 6 %. the relative curves are given between condensation heat - exchange coefficient and air flowrate, charging liquid ratio and vapour pressure
文摘:建立了空氣冷卻實驗臺，熱管的加熱方式為電加熱，工質為蒸餾水.在1 1模型上對分離式熱管管內凝結換熱特性、不凝性氣體對凝結換熱的影響及不凝性氣體的擴散規律進行了試驗，得出分離式熱管有一最佳充液率，其值為45 %左右；凝結換熱系數隨著蒸汽壓力的增加略有降低，在實驗的壓力范圍內，降低了9 . 5 % ；不凝性氣體對分離式熱管的凝結換熱僅影響冷凝段下部較小部分，通過排氣閥排出不凝性氣體可有效地改善冷凝段下部的凝結換熱；隨著壓力的增加，不凝性氣體對分離式熱管冷凝段的影響減少.這些結論可用於分離式熱管換熱器的工程設計和控制The earthquake responses of the asymmetric - plan structure are researched and the main factors that influencing the structure ' s response are established. the influences of the earthquake type and the earthquake input in two directions are also researched. the effectiveness of regulation for the irregular rc frames in the code for the seismic design ( gb50011 - 2001 ) is discussed using the flexibility - based fiber - models beam - column elements in the 3d nonlinear analysis program
本文結合國家自然科學基金資助項目「結構非線性地震扭轉作用和扭轉效應的研究」 （項目批準號： 59978055 ） ，對平面不規則結構的地震反應規律進行了深入研究，明確了影響平面不規則結構地震反應的主要結構參數，研究了不同地震動類型和雙向水平地震輸入對結構扭作用和扭轉效應的影響；採用基於有限元柔度法的纖維模型樑柱單元，建立鋼筋混凝土框架結構三維非彈性地震反應動力分析程序，對依據我國建築抗震設計規范（ gb50011 - 2001 ）設計的不規則結構進行地震反應模擬分析，討論了現行設計方法的有效性。Started from the fact that the " three forces " exert great impact on the five countries in central - asia and direct threat to the political stability in our country ' s neighboring regions, the end of the thesis advances that related measures should be formulated to strictly prevent and strike the " three forces " form the view of keeping the stability of the remote areas, meanwhile, more research should be done on the factors that may influence the developing western area by the neighboring countries with the view of global politics and new development in the new era and grasping the historic opportunities of developing western area, so as to shape a sound neighboring environment, safeguarding the strategy of developing western area being smoothly carried on, accelerating the economic development in the western area and raising people ' s living standard in the true meaning
結語部分從「三股勢力」對中亞各國形成的強烈沖擊及直接威脅我國周邊地區政治穩定的事實出發，強調從維護邊疆穩定角度，應該制定相應的措施嚴密防範，對「三股勢力」進行嚴厲打擊，同時要從全球政治和新世紀發展的角度認識並抓住西部大開發的歷史機遇，加大對我國周邊國家影響西部大開發諸多因素的研究，營造良好的周邊環境，保障西部大開發戰略的順利實施，從而加速西部地區的經濟發展，真正提高人民的生活水平。只有這樣，才能增強我們多民族國家凝聚力，有效地抵禦各種勢力的滲透和影響。Based on the simulating results of simply - supported box girders ( 39. 1m ) and continuous box girders ( 2 x 40m ), the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section. the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail. the differences of ultimate bearing capacity and the mechanical characteristics between the se
Lin簡支箱梁和2x40m連續箱梁為例，本文較全面地分析了預制節段拼裝體外預應力混凝土箱梁全過程受力特性和正截面彎曲破壞形態；研究了不同預應力配筋面積和預應力筋重心高度對預制節段拼裝體外預應力簡支梁極限承載力和延性的影響，以及體外預應力節段簡支梁與體外預應力、體內有粘結預應力整體簡支梁極限承載力和受力特性的差異。Hollow shear walls " stiffness degeneration, seismic action of frame - shear wall is made certain. this paper presents a method for calculating frame - shear wall structure in elastic - plastic phase based on traditional elastic calculating method. the reference is advanced to make sure the earthquake action of frame - shear wall structure with r. c
本文利用試驗中得出的空心剪力墻的剛度退化系數，並根據傳統的框-剪結構彈性計算方法，建立了彈塑性階段框架-剪力墻結構的簡化計算方法，為有鋼筋混凝土空心剪力墻的框-剪結構地震作用的確定提供了參考。Using advanced internal management model, the establishment and completion of the standardization of the management mechanism to make muc the organic integration between the various departments, the formation of a cohesive integrated real estate consultancy team
公司內部採用先進的管理模式，建立並完成了標準化的管理機制，將麥肯聯行各部門之間有機結合，形成了一支有凝聚力的綜合性房地產顧問團隊。分享友人