composite wall造句
例句與造句
- Analysis on moisture transfer for two light steel - framed composite walls
不同構(gòu)造形式輕鋼龍骨復(fù)合墻體濕傳遞分析 - We are specialized in manufacturing and installing new composite wall materials
我公司是生產(chǎn)和安裝新型復(fù)合墻體材料的專業(yè)公司 - Analysis on perforated parameters for heat transfer of light steel - framed composite wall
輕鋼龍骨腹板開孔參數(shù)對(duì)復(fù)合墻體傳熱的影響 - Study on heat transfer for sectional parameters of the slotted light steel - framed composite wall
腹板開孔輕鋼龍骨復(fù)合墻體截面參數(shù)對(duì)傳熱的影響 - Masonry composite walls with steels is a new - style structure system which accord heat preservation of freezing zone
配筋砌體復(fù)合墻是考慮嚴(yán)寒地區(qū)保溫問(wèn)題的一種新型結(jié)構(gòu)。 - It's difficult to find composite wall in a sentence. 用composite wall造句挺難的
- A new energy - saving composite wall structure is a new residential building structure characterized by low weight , energy - saving and good aseismic performance , which is mainly constructed with pre - cast multi - ribbed composite slabs , concealed frame and floor by means of assembling and casting
摘要新型節(jié)能復(fù)合墻體結(jié)構(gòu)是一種輕質(zhì)、高強(qiáng)、節(jié)能、抗震的建筑結(jié)構(gòu)新體系，它主要由新型節(jié)能復(fù)合墻板、樓板及隱形框架裝配整澆而成。 - With seismic loading tests on multi - rib composite walls and integer building models , this paper researches comprehensively on practical design methods for the structure of multi - rib panel , and provides the theoretical foundation for engineering application of this structure system
本文結(jié)合密肋復(fù)合墻板力學(xué)性能試驗(yàn)及整體房屋模型試驗(yàn)，較全面分析研究了多層密肋壁板結(jié)構(gòu)的實(shí)用設(shè)計(jì)方法，為該結(jié)構(gòu)體系的工程應(yīng)用奠定了理論基礎(chǔ)。 - The research suggests that the failure process of the multi - ribbed composite walls under horizontal seismic loads is : the cracks of the infilled silicate bricks and the cracks of the inner rib beams and rib columns - the cracks of the outer frames ; and that the walls can release energy by stages , showing perfect capacities of energy dissipation and collapse resistance
研究表明：復(fù)合墻板在水平地震力作用下，其破壞過(guò)程按“填充砌塊?肋梁肋柱?外框架”的順序進(jìn)行，分級(jí)釋放能量；試驗(yàn)中墻板大部分發(fā)生剪切滑移破壞；墻板的平均抗剪承載力、延性指標(biāo)、耗能及抗倒塌能力明顯優(yōu)于組合磚墻。 - Otherwise , the tests of basic mechanical properties shows that block strength affects bearing strength of masonry and mortar strength decides shear resistance , block strength is greater than the masonry , the compressive and shear of two - rows masonry is greater than one - rows . the paper also elementary analyze the composite walls with ansys on seismic behavior out - of - plane
此外,基本力學(xué)性能試驗(yàn)表明:砌塊強(qiáng)度決定砌塊砌體的抗壓強(qiáng)度,砂漿強(qiáng)度決定其抗剪強(qiáng)度;雙排孔砌塊砌體的抗壓和抗剪強(qiáng)度均大于單排孔砌塊;單體砌塊抗壓強(qiáng)度高于砌塊砌體抗壓強(qiáng)度。 - At the same time , the paper expounds the calculation theory and force character , i ncluding wall stiffness , equivaluent stiff , covert stiff , displaceme of single wall , entire stiffness calculation and internal force analysis etc . on the basis of the above theory , the paper carries on the program analysis and frame design of light composite wall
本論文系統(tǒng)地研究了lc復(fù)合墻結(jié)構(gòu)設(shè)計(jì)理論，提出了一個(gè)有所見(jiàn)解的平面抗側(cè)力分析模型。論述了剪力墻的受力特點(diǎn)及計(jì)算方法，包括每一類剪力墻的剛度、等效剛度、折算剛度、內(nèi)力位移計(jì)算及整體單向抗側(cè)力結(jié)構(gòu)計(jì)算等內(nèi)容。 - First of all , the paper carried out test study on four two - spanned model members of fsmrcwb , including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model . the study considered such factors as span ratio - l1 / l2 , height - span ratio - hb / l of the beam , and cavity etc . . the paper analyzed the test results , including analysis on mechanical property of the composite wall beam under vertical loads , and failure mode , deformation capacity , aseismic performance under horizontal loads and constant vertical loads
首先，進(jìn)行了三個(gè)兩跨兩層和一個(gè)兩跨三層的框支密肋復(fù)合墻梁的模型試件試驗(yàn)研究，主要內(nèi)容包括：框支密肋復(fù)合墻梁在豎向荷載作用下的受力性能，在豎向荷載與水平低周反復(fù)荷載共同作用下的受力性能、變形性能、滯回性能和破壞形態(tài)，并將框支密肋復(fù)合墻梁試驗(yàn)與框支砌體墻梁試驗(yàn)進(jìn)行對(duì)比分析。 - At last , the paper , based on mechanical analysis , proposed anti - shear force formula of the composite wall and internal forces formulas of the beam under vertical loads , and explored theaseismatic design method of the fsmrcss . all in all , the paper drew the conclusion that fsmrcss is better than lfswsums on aseismic performance . fsmrcss is a new ideal asesmic constructive systerm
最后，在對(duì)底部大空間框支密肋復(fù)合墻結(jié)構(gòu)進(jìn)行受力機(jī)理分析的基礎(chǔ)上，提出其在豎向荷載作用下墻體的抗剪計(jì)算公式和托梁的內(nèi)力計(jì)算公式，并就底部大空間框支密肋復(fù)合墻結(jié)構(gòu)的抗震設(shè)計(jì)方法進(jìn)行了探討。 - Therefore , to replace the latter with the former has far - reaching importance . the paper probed the possibility of applying mrss to the upper structure of buildings with commodious space at the bottom , the feasibility of replacing lfswsums with frame - supported multi - ribbed composite slab structure ( fsmrcss ) . the paper mainly focused on study on the major bearing member in fsmrcss - frame - supported multi - ribbed composite wall beam ( fsmrcwb )
本文探索將密肋壁板結(jié)構(gòu)應(yīng)用于底部大開間、上部小開間的多層及中高層住宅結(jié)構(gòu)的可能性，以探索將框支密肋壁板結(jié)構(gòu)取代底部框剪砌體結(jié)構(gòu)的可行性，重點(diǎn)研究對(duì)象是框支密肋壁板結(jié)構(gòu)中的重要受力構(gòu)件?框支密肋復(fù)合墻梁。 - Lastly , the paper , based on mechanical analysis , proposed anti - shear force formula of the composite wall and internal forces formulas of the beam under vertical loads , and aseismic formula of the composite wall and aseimic computation method of the beam . all in all , the paper drew the conclusion that fsmrcwb is superior to fsmwb on aseismic performance , and put forward some advice for the design of fsmrcss
最后，在對(duì)框支密肋復(fù)合墻梁進(jìn)行受力機(jī)理分析的基礎(chǔ)上，提出其在豎向荷載作用下墻體的抗剪計(jì)算公式和托梁各截面的內(nèi)力計(jì)算公式，以及在地震作用下墻體的抗震計(jì)算公式和托梁的抗震計(jì)算方法。 - Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program , the study of composite wall , with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained , also the influence to wall ' s stiffness and bearing capacity by kinds of factors , including wall ' s shear span ratio , member ' s section , bar arrangement , etc . based on the hammer blow test and stiffness test , a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed
在對(duì)密肋復(fù)合墻板運(yùn)用ansys ~ ( ( ? ) )程序進(jìn)行數(shù)值模擬、分析驗(yàn)證的基礎(chǔ)上，對(duì)典型組合墻體在不同連接構(gòu)造和不同荷載效應(yīng)組合作用下的受力形態(tài)和破壞模式進(jìn)行研究；計(jì)算分析了復(fù)合墻體剪跨比、邊框柱截面尺寸、邊框柱配筋大小以及墻板內(nèi)肋梁肋柱配筋等諸多因素對(duì)密肋復(fù)合墻體承載力及剛度的影響，得出其變化規(guī)律。
更多例句： 下一頁(yè)