building masonry wall 中文意思是什麼
building masonry wall
解釋
建築物墻體-
Aseismatic design of brick masonry building with frame - shear wall at lower two stories
八度區底部兩層框墻磚房的抗震設計 -
Abstract : this paper discusses some problems in design of brick masonry building with internal frame under horizontal earthquake effect t he problems of the distance of asemic cross wall, the caculation model of outer wall - colum and interal frame, some asemic load bearing capacity the author ' s vi ew is also presented
文摘:本文就多層內框架磚房在水平地震作用下抗震橫墻間距、外壁柱和內框架柱的計算模型，與有關抗震承載力計算等問題進行了分析，並提出作者的意見。 -
For this purpose, the thesis whose research structure is a building with frame - shear wall structure at first two stories and five - floor brick masonry structure at the upper part, adopting the finite - element analysis program - algor99, calculated and analyzed the anti - seismic behavior influenced by the change of the aseismic wall ' s distance and the transitional floor ' s thickness
為此，本文以一底部為兩層框架抗震墻、上部為五層磚混結構房屋為研究對象，運用大型有限元分析軟體? ? algor99 ，對由於抗震墻間距和過渡層板厚的變化對結構的抗震性能的影響進行計算分析。 -
Analysizing and comparing various structure scheme, the analysis result leads to that the results from floor deformation for brick masonry building with frame - shear wall structure at first two stories concentrate on the second story and transitional - third - floor. the earthquake response of every first floors, especially the transitional floor brick wall is greatly influenced by the first aseismic wall. however the structure ' s earthquake response is gentlely influenced by the change of the transitional floor ' s thickness
通過對不同結構方案的分析比較，結果表明，在地震荷載作用下，樓板變形對底部兩層框架抗震墻結構的影響主要集中在二層及過渡層第三層，底部抗震墻的布置對底部各層特別是過渡層磚墻的地震反應有較大的影響，而過渡層板厚的變化對結構地震反應的影響較弱。 -
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。 -
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。 -
Dong ying zhu jin timbering limit responsibility corporation, which wasbuilt in 2000, is a professional company thant products aseries products of aerated concrete. it has fixed assets 120 million, aaa bank reliability, and italso acquired the acknowledgement or iso9001 ： 2000. now, autoclave aerated concrete masonry has been built for 140 thousand m3 / a, while autoclave coal ash brick for 2 hundred million / a, autoclave aerated concrete wallboard for 200 thousand m3 / a and new type wall materials for 600 thousand m3 / a, which get the domestic first place, and the new developed dry power building material products achieve the leading in domestic technology
東營市築金新型建材有限責任公司始建於2000年，是專業生產加氣混凝土系列產品的新型建材企業，固定資產1 . 2億元， aaa級銀行資信， iso9001 : 2000國際標準質量管理體系認證單位.目前，已建成蒸壓加氣混凝土砌塊14萬立方米/年，蒸壓粉煤灰磚2億塊/年和蒸壓加氣混凝土墻板20萬立方米/年，年產新型墻材達到60萬立方米，居全國同行業首位，新開發的乾粉建材系列產品達到國內技術領先水平 -
At present, the main form is lower frame - shear wall structure with upper masonry structure ( lfswsums ), however, due to masonry structure ' s high self - weight and low aseismic capacity, the total height of the building and the number of storeys are strictly limited
目前，應用的主要結構形式是底部框剪砌體結構，但由於其自重大，抗震性能差，房屋的層數及高度受到嚴格限制。本文探索將密肋復合墻結構應用於底部大開間多層及中高層建築以及取代底部框剪砌體結構的可行性。 -
Problems on the seismic design of brick masonry building with frame shear wall at first floor
底層框架抗震墻磚房抗震設計中的一些問題 -
Based on the investigation of resident houses in taishun which was destroyed by shanxi reservoir earthquake and the site inspection of the destruction of building near epicenter, it is pointed out that the reason for severe seismic damage is that masonry - concrete structures built in recent years did not obey the rule of the code for seismic design of buildings [ 1 ], which mainly contains three aspects, first, the construction of wall was not consistent with the code, second, the design of structure was not reasonable, last, the site selection of base foundation was not good enough
摘要通過對今年2月4日2月16日文成、泰順發生的珊溪水庫一系列地震中受災的民房破壞調查（現場勘察地震給震中附近的建築造成的破壞） ，筆者指出這次系列地震震害較重的主要原因是：近年農村新建的磚混結構沒有按《建築抗震設計規范》建設，主要有三個方面：其一，墻體違反規范施工；其二，結構設計不合理；其三，地基基礎選址不恰當。 -
To the structural characteristics, earthquake characteristics of the masonry building with frame - shear wall at first floor, combined with " the antidetonation design specification of the building ", this paper has proposed some main design points from four respects
摘要針對底部框架抗震墻磚房的結構特點、震害特點，結合《建築抗震設計規范》 ，提出了四個方面的設計要點。
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