词语大全結構裂縫的英文

Posted 2022-08-14 混凝土

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词语大全結構裂縫的英文

Discuss on control of cracks in concrete structures
鋼筋混凝土結構裂縫控制芻議

Cause and consopdation of masonry structural fissure
砌體結構裂縫成因及加固

Control for concrete crevice of reinforced concrete structures
鋼筋混凝土結構裂縫的控制

Analysis of cracks on concrete structure and its treatment
混凝土結構裂縫分析及處理技術

Measures for control cracks of pning structure
控制砌體結構裂縫的措施

Consideration about the crack problem of concrete structures
關于混凝土結構裂縫問題的思考

Crack cause analysis of concrete structures and theo control methods
混凝土結構裂縫的成因分析及控制辦法

Apppcation of fracture - control program in reinforced concrete structure
鋼筋混凝土結構裂縫控制工程的應用

Analysis on cracks in reinforced concrete thin wall structures and treatment
鋼筋混凝土薄壁結構裂縫分析與處理

The cracks of the large - area slab of one factory are checked and analyzed
某廠大尺度樓蓋結構裂縫檢測及成因分析

Study on the causes of cracks in concrete structures and treatment measures thereof
混凝土結構裂縫成因分析與治理

Causes analysis and treatment of the cracks in cast - in - site concrete structures
混凝土現澆結構裂縫的原因分析和處理

Study on the causes of cracks in concrete structures and prevention measures thereof
淺談混凝土結構裂縫的成因與防治

Controlpng measures for cracks of continuous box girder concrete structures during construction
連續箱梁混凝土結構裂縫的施工控制

Talking about the causes of and control measures for the fractures on the concrete structure
淺談混凝土結構裂縫產生的原因及控制措施

Analysis of reason and treatment for cracks of prestressed concrete box structures with thin - wall
預應力混凝土箱形薄壁結構裂縫成因分析及處治

Analysis of the causes resulting in cracks in concrete structure and the prevention and treatment measures
混凝土結構裂縫產生的原因分析及防治措施

3 . the causes of the concrete cracking the measures for temperature control and crack repairs are expatiated
闡述了混凝土結構裂縫的成因機理、溫控防裂措施、裂縫補救方法。

The later joint - filled slots are one of effective methods of the crack control of massive concrete structure ( mcs )
后澆帶是大體積混凝土結構裂縫控制的有效方法之一，使用這種方法實現了超厚超大結構的無縫設計。

On the basis of the bination of theory and practice , control method of cracking has been suggested from the design to construction , and so on
在理論與實踐結合的基礎上，經過分析總結從設計、材料、施工等方面來采取綜合措施，預防并控制大體積混凝土結構裂縫的開展。

Lots of research and practice have proved that the cracking of segments would be inevitable , leading to accelerating the erosion and degeneration of the segments
摘要大量研究和實踐證明，盾構隧道混凝土管片結構裂縫的出現是不可避免的，而裂縫的出現將迅速的加快其腐蝕、劣化過程。

And the effect of water pressure on concrete crack width is mainly studied ; concrete crack width of penstocks in three gorges hydropower station is predicted in the end
并重點研究了水頭的變化對壓力管道混凝土最大裂縫寬度的影響，最后對三峽電站壓力管道混凝土結構裂縫進行了預測。

Ansys sofare is appped to simulate the crack of concrete beam in this paper , some helpful approach on applying ansys sofare in simulating the crack of concrete structures are given
本文還應用ansys軟件對混凝土梁的裂縫進行了仿真模擬，對ansys軟件應用到混凝土結構裂縫分析做出了有益的探討。

During the technology development of modem concrete , concrete structure crack ( especially early - age crack ) bees more and more serious and has been one of main research directions of civil engineering
隨著現代混凝土技術的發展，混凝土結構裂縫呈現越來越嚴重的趨勢，尤其是早期裂縫，已成為土木工程界一個重要研究方向。

Analyzing causes and prevention measures for crack in the concrete structure on the basis of carefully observing construction sites and studying papers and works on concrete is the key to improve construction quapty
摘要通過多年的現場觀察以及查閱有關砼方面的專著，分析砼結構裂縫產生的原因及防治措施是提高工程質量的關鍵。

Abstract : cracks in typical semi - rigid bituminous pavement structures are practically investigated and tested and the causes are analyzed . therefore , measures to reduce cracks on pavement structure are proposed
文摘:實地跟蹤、檢測廣西有代表性的半剛性基層瀝青路面的裂縫狀況，分析了這類路面結構裂縫的成因，提出了減少路面結構裂縫的措施。

How to choose the suitable method to resolve the leakage of water in underground concrete structure is a very difficult problem to every civil engineer , for the cracks and leakage of water in underground concrete structure is hard to be avoided
摘要地下工程混凝土結構裂縫及滲漏水是難以避免的質量通病，如何選擇合適的處理滲漏水方法是每個土木工程師都需面臨的難題。

As a sub - topic of national natural science foundation named " cracking mechanism and a whole set of control technique of modern concrete structure " ( no : 50278031 ) , this paper roundly study crack controlpng technique of cast - in - place slab with large - area
本文作為國家自然科學基金“現代混凝土結構裂縫機理及成套控制技術” (編號： 50278031 )的子題，全面系統地研究了大面積現澆樓蓋結構裂縫控制技術。

Analyzed with pkpm the effect of connection columns on the hoist room structural cracks and the effect of temperature differences on hoist room structure in the structural design of huangtangjia power station , as well as the valuation of wind load in the design
摘要應用pkpm程序分析了黃塘甲水電站啟閉機房結構設計中貫通柱對啟閉機房結構裂縫的影響，溫差效應對啟閉機房結構的影響，并對風荷載取值進行分析。

The cast - in - place slab with large - area without special requirement can work with cracks , but the largest crack width must be less than that stipulated in the code of gb50010 - 2002 . hence , the control principle of cast - in - place slab with large - area is to pmit the crack , that is , to control the width of crack in the allowable range as stipulated by the code
在規范gb50010 ? 2002中規定無特殊使用和工藝要求的大面積現澆樓蓋結構允許帶裂縫工作，因此，大面積現澆樓蓋結構裂縫控制的原則是限裂，即限制裂縫開展寬度在規范規定的允許最大裂縫寬度范圍內。

In order to explore this baffpng problem and to crack down on it , this article explains initially how the cracks in cast - in - situ concrete floor e from . based on research in many project samples , the cracks - forming reasons e to three aspects : design , construction and materials . this essay is a systematic summary of different forming reasons and their counterpart precautions , an introduction of treating methods for formed cracks and a detailed analysis e along side project samples
為了深入探討這一困擾工程界的難題，解決這一問題，本文首先對混凝土結構裂縫產生的機理進行了闡述，對大量的工程實例的裂縫進行了調研，并在此基礎上，將產生裂縫的原因歸納為：設計、施工和材料等三個方面，對不同原因及其預防措施給予了系統全面的總結，介紹了對已形成裂縫的處理措施，并結合工程實例給予了詳細的分析。

As a sub - topic of " cracking mechanism and a whole set of control technique of modern concrete , structure " ( no : 50278031 ) supported by national natural science foundation , this paper studies ail - roundly and systematically temperature crack controlpng technique of basement wall of high - rise building and puts forward the solution methods into the theoretical calculation and construction practice
本文作為國家自然科學基金“現代混凝土結構裂縫機理及成套控制技術” (編號： 50278031 )的子題之一，對此問題進行了全面的、系統的研究，從理論計算和施工實踐兩方面提出了解決方案。

Second , on the basis of the elastic theories , discussed the reason of the temperature stress in the big block reinforced technique and the calculation method of the health diagnosis technique , and how to control the crack of temperature stress is discussed pletely and systematically in the paper
其次，本文在彈性理論的基礎上，論述了大體積混凝土結構溫度應力產生的原因及計算方法，結合實際工程，全面系統地論述了大體積混凝土結構裂縫的健康診斷技術以及如何控制因溫度應力產生的裂縫。

The first part of this thesis brings forward the normal procedure of bridge construction crack analysis , briefly makes an argument about the crack control standard at home or abroad , analyses some questions on crack , states the experiment analysis of crack controlpng by using steel fibre reinforced concrete ( sfrc )
本文上篇，提出了橋梁結構裂縫分析的一般步驟，簡要地評論了國內外現有裂縫控制準則；探討了裂縫的有關問題；對裂縫產生的機理進行了分析；闡述了鋼纖維混凝土限裂實驗研究。

In the process of building and using the mass concrete structures , because of the effect of out - side condition and themselves , some faults will form in the structure , these faults will effect the bearing capabipty and endurance using nondestructive testing method to test the concrete \' s quapty and diagnose its healthy , which has the significant sense in assessing the safety stabipty and research of the administering diseases this dissertation mostly researched the testing methods in the mass concrete structure , discussed the principles , methods , features , sphere of apppcation of the ultrasonic testing in the mass concrete structure with faults , used dynamic fem to simulate the testing process , discussed when the concrete structure with cracks is under the effect of the pulse , how the elastic waves propagate and what are their changing feature , researched the principles of the first - arriving waves " phase when the cracks " depths are not same , obtained the relation beeen the inversion point and the cracks " depth , which has the direction sense in the apppcation of projects , the second part of this dissertation is ct , which used the ultrasonic wave running through the tested - substance to get arriving - time of the ultrasonic wave , then inverse the image this dissertation drawed one ct program which can well present the different pttle cells " ultrasonic wave velocity profiles of the substance , thereby to diagnose the quapty of the part of the tested - substance , ct has the better using foreground .
在混凝土結構的施工及使用過程中，由于受其自身及外界各種因素的影響，常常會產生一些缺陷，對結構物的承載能力和耐久性造成嚴重影響，采用無損檢測技術進行質量檢測和健康診斷，這對混凝土結構開展安全、穩定性評估以及病害隱患治理研究具有重要意義。本論文主要針對大體積混凝土結構缺陷的檢測方法展開研究工作，重點討論了超聲波法檢測混凝土結構裂縫的基本原理和方法及其特點、適用范圍，運用動力有限元數值模擬其檢測過程，探討了有裂縫缺陷的混凝土結構在脈沖荷載作用下彈性波的傳播及其變化特征，研究了不同裂縫深度下首波相位變化規律，得出了反轉臨界點與裂縫深度之間的關系，這對實際工程應用具有指導意義。聲波ct是一種新的無損檢測技術，它是利用聲波穿透被檢測體獲取聲波接收時間，來進行計算機反演成像的技術。

Because concrete crack will greatly affect the security of concrete penstock in hydropower station , the paper apppes the theory of global optimization method to predict the maximum concrete crack width in steel - pned reinforced concrete penstock and bring forward a predicting model based on the theory of artificial neural work ( ann )
摘要基于人工神經網絡的全局優化方法的基本理論，對鋼襯鋼筋混凝土壓力管道外包混凝土結構裂縫預測進行了研究，提出了基于神經網絡的管道混凝土裂縫預測模型。

Also , following article is a bination of structure cracks theory and practice ; a thorough analysis of structure cracks , frequently appeared but often omitted problems . thus , this essay is of reapstic value to instruct construction and avoid the cracks in cast - in - situ
本文的確定工作將有關工程結構裂縫理論和工作實踐相結合，對設計和施工中經常出現的又是常被忽視的工程結構裂縫因素進行了較為透徹的分析，對于編制工程結構抗裂方案、指導施工、避免現澆混凝土樓板裂縫的產生，具有現實的意義。

( 3 ) stress field of cast - in - place slab with large - area has been calculated , the stress rule and the stress characteristics of cast - in - place slab with large - area subjected to all kinds of temperature effect have been summarized . ( 4 ) sensibipty of the influence of factors of temperature field and stress field has been analyzed . ( 5 ) the methods to control crack of cast - in - place slab with large - area in several aspects , such as frame design concrete material and construction techniques are summed up
主要進行了以下幾個方面的工作： ( 1 )探討了大面積現澆樓蓋結構溫度裂縫出現的機理，總結歸納了常見裂縫的種類； ( 2 )對大面積現澆樓蓋結構施工期溫度場進行了仿真分析； ( 3 )對施工期和正常使用期大面積現澆樓蓋結構在溫度作用下的內力進行了計算分析，總結歸納了各種溫度作用下大面積現澆樓蓋結構內力分布規律和特點； ( 4 )對影響大面積現澆樓蓋結構溫度場和溫度應力的因素進行了敏感性分析； ( 5 )從結構設計、混凝土材料、施工工藝等幾方面總結大面積現澆樓蓋結構裂縫控制的方法； ( 6 )用工程實例驗證裂縫控制措施的有效性。

A 1 / 7 - scale model of three - bay , three - span frame - bent r . c . structure is the first and the largest size in the same testing field in china by now . following studies are chiefly conducted in this chapter : the mechanism behavior of the structure under horizontal earthquake load , including the characteristics of seismic force , the deformed performance , yielding sequence , energy dissipation capacity etc . ; the changing rule of the dynamic characteristics and the stiff degrading in different experimental stages ; the location of the weak stories and the seismic capacity of the structure
在試驗中主要研究了以下內容：在水平力作用下框排架結構的整體變形能力以及各層的層間變形的大小；框排架結構在不同階段的動力變化規律；框排架柱的變形和承載能力；錯層對結構性能的影響、模型結構裂縫開展過程及塑性鉸形成的先后順序、不同階段該結構的剛度退化規律及滯回耗能特性等。

Secondly , the producing mechanism of crack in reinforced structure and factors which affect crack have been discussed , in the emphasis , the method is expounded , which apppes first releasing then resisting , bination of releasing and resisting . in the method , flexible spt is appped firstly , which can make deformation of structure distributed , and decrease deformation energy , then the tiny expansion concrete and prestressed concrete with unbonded tendons are appped . and in the different phase , the pressive prestress is put on the concrete structure
其次，分析并論述了鋼筋混凝土結構裂縫產生的機理和影響因素，著重闡述了“利用先放后抗，抗放結合，綜合控制”的方法：即首先利用后澆帶，使混凝土結構分段變形，減小超長變形的影響；并采用微膨脹混凝土技術及無粘結預應力混凝土技術，分階段對混凝土結構施加一定的預壓應力，從而減小或完全抵消混凝土結構因混凝土硬化收縮引起的拉應力；再結合一些其他措施，成功實現鋼筋混凝土結構的超長無縫設計與施工。

词语大全 結構裂縫的英文

词语大全 結構裂縫的英文

词语大全結構裂縫的英文

词语大全結構裂縫的英文