砌體結構 的英文怎麼說
中文拼音 [qìtǐjiēgòu]
砌體結構
英文
masonry structure-
Limitimg value for local dimension of masonry structure
砌體結構局部尺寸限值47Pushover analysis of masonry structure with frame - shear wall at the bottom
抗震墻砌體結構靜力彈塑性分析A complex model method to analyse the random seism response to the vibration isolation of the base with a masony structure
砌體結構基礎隔震隨機地震響應分析的復模態法Code for design on concrete and block masonry structure of railway bridge and culvert
鐵路橋涵混凝土和砌體結構設計規范Masonry bui1ding has been the main structura1 sty1e of living bui1ding in our chinese cities and towns. but cracks are formed easi1y because of the poor tensi1e resistance of the masonry bui1dings, especial1y on the top of the tier bui1dings where ob1ique cracks are often deve1oped. these have been the urgent1y hard problems of civi 1 engineering researchers
砌體結構房屋是我國城鄉居住房屋的主要結構形式,但由於其本身的抗拉性能不佳,容易形成裂縫,尤其在多、高層砌體結構房屋的頂層容易形成斜裂縫,這已成為土木工程研究人員急需解決的一大難題。In this paper, the seismic reduction function of sand cushion under masonry structure foundation and some possible factors that may have effect on its seismic reduction function are tentatively discussed through theoretical computation and shaking table experiments. it provides some foundation for sand cushion ' s application in civil engineering
本文通過理論分析計算和室內砂箱振動臺地震模擬試驗,對砌體結構基礎下砂墊層的隔震性能及可能影響其減震性能的因素作了一些初步的探討,為今後砂墊層減震作用在工程上的應用提供了依據。Masonry structures strengthened with fiber reinforced plastics ( frp ) is a new retrofit method in the field of civil engineering
纖維增強塑料( fiberreinforcedplastics ,簡稱frp )加固砌體結構,是近年來出現的一種結構加固新方法。In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed
本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀,針對建築抗震設計規范( gb50011 - 2001 )和砌體結構設計規范( gb50003 - 2001 )中墻體抗震驗算公式中的不足之處,通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗,研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等,翼緣墻的存在,主墻抗剪能力可以提高31 ,剛度及變形能力也均有較大提高的結論,墻體驗算公式中應當考慮縱橫墻共同作用的影響。Simultaneity, through contrast analysis validate that antiseimic capacity of expansion web is better than that of steel web. therefore, based on the experiences summed up by precedence, the formulation for calculating the crack load and limit load of brick masonry house reinforced by expansion web is advanced, which provides project reference. based on the analysis and studies of masonry shearing strength, test of prestressed single brick masonry wall, and test of prestressed brick masonry house models, and ect, the article has carried through several aspect research as below : 1. a series of experiment on material capability of expansion web, including intensity of single thread and expansion web, ect ; 2. research on influence of loading and destroy of masonry brick building reinforced by expansion web under lowcyclic loading ; 3. study of impact of expansion web on ductility, energy dissipation, intensity, ect under the same situation as above ; 4. put forward computation formulation of masonry brick building reinforced by expansion web
本著以上的研究目的,本文在分析和借鑒前人砌體抗剪強度理論、預應力單片墻試驗研究、預應力模型抗震性能試驗研究等基礎上,進行了以下幾方面的研究工作: 1 .作為一種新型結構材料擴張網,進行了一系列的材性試驗(單絲強度、網片強度和在砂漿中被約束條件下的網片強度及其相應的彈性模量) ; 2 .研究了水平荷載往復作用(低周交變)下,普通鋼絲網和擴張網砂漿對砌體結構抗裂及承載能力和破壞形態的影響,並將這兩種材料的加固效果進行了對比; 3 .上述狀態下,兩種網片水泥砂漿對砌體結構變形、延性、耗能、剛度退化等抗震性能的影響及其影響效果的比較; 4 .提出擴張網水泥砂漿加固砌體結構的抗剪強度計算建議公式。Responsible for or taking part in the research projects which have been spread and received scientific and technological progress rewards, such as " prestressed strengthening technology ", " oil - proof of the composite flooring for multi - storied industrial building ", " the strengthening technology with shotcrete ", " the strengthening technology with carbon fiber material ", " the diagnosis and treatment for leakage of exterior wall ", " the testing and identifying technology of energy - saving building ", " the testing technology of the actual strength of the bonding mortar in masonry structure "
負責和參加了"預應力加固技術" 、 "多層工業廠房抗油滲復合樓地面技術" 、 "噴射混凝土加固技術" 、 "碳纖維加固技術" 、 "外墻滲漏診治技術" 、 "節能建築檢測鑒定技術" 、 "砌體結構砌築砂漿實際強度檢測鑒定技術"等多項科研成果,並得到推廣應用和獲得科技進步獎。The automatic building of geologic construction drawing
砌體結構房屋溫度裂縫及對策Analysis of the temperature cracking in multi - storey masonry structure and the relevant precaution and control method
多層砌體結構溫度裂縫成因分析與防治Specification for designing and construction of masonry constructed of autoclaved sand - lime bricks
蒸壓灰砂磚砌體結構設計與施工規程Stone masonry structure
石砌體結構41Reinforces structure and monsary structure
鋼砼結構與砌體結構As for the improvement of ductility of masonry structure and the aseismatic performance of building, several factors were discussed, which consisted of the layout of building plane and building elevation, the building level number and height, the layout of vertical wall and cross wall, thus enhancing the intensity of mortar, ring beam, constructional column and the placement of horizontal reinforcing steel bar
從建築平面和立面的布局、房屋的層數和高度、縱墻和橫墻的布置、提高砂漿強度、圈樑和構造柱以及水平鋼筋的放置等多個方面來進行探討,從而改善砌體結構延性,提高房屋的抗震性能。Cause and consolidation of masonry structural fissure
砌體結構裂縫成因及加固Measures for control cracks of lining structure
控制砌體結構裂縫的措施Specification for the design of masonry structure
砌體結構設計規范1 2 3 code for design of masonry strucres
砌體結構設計規范分享友人