irregular structure造句
例句與造句
- Inspiration from garment designing with irregular structure
靈感于不規(guī)則結(jié)構(gòu)造型的服裝設(shè)計(jì) - The calculation result shows that the capacity spectrum method can also be used to evaluate the performance of the irregular structures
計(jì)算表明能力譜方法同樣可以適用于不規(guī)則結(jié)構(gòu)體系的抗震性能評估。 - This paper establishes a dynamic computational method for isolated structures with floorslab deformation , and the dynamic behavior of some irregular structures with or without isolation is analyzed in the case of floorslab deformation
摘要建立了考慮樓板變形時的隔震結(jié)構(gòu)動力計(jì)算方法，并針對非規(guī)則結(jié)構(gòu)中幾種需要考慮樓板變形的情況，進(jìn)行了隔震前后的動力性能計(jì)算分析研究。 - An improved distribution method of the horizontal lateral forces to the planar structures and a new one to the structures with torsional responses are presented . the example of the pushover analysis testifies the validity and feasibility of the studied distribution method , and the potentiality of the use of static pushover analysis method to irregular structures is also proved . the capacity spectrum method of the structural performance evaluation is discussed in this paper
對鋼筋混凝土結(jié)構(gòu)靜力推覆分析( push ? over )的研究，主要討論了靜力推覆分析中水平側(cè)向力的分布形式，提出了一種平面結(jié)構(gòu)的改進(jìn)水平側(cè)向力分布形式和樓層平面出現(xiàn)不可忽略扭轉(zhuǎn)反應(yīng)的空間結(jié)構(gòu)的水平側(cè)向力分布方法，并用推覆分析實(shí)例驗(yàn)證了所提出的水平側(cè)向力分布形式的正確性和可行性以及靜力推覆分析適用于不規(guī)則結(jié)構(gòu)的可能性，同時也驗(yàn)證了結(jié)構(gòu)變形控制抗震設(shè)計(jì)方法的合理性。 - As to the irregular structure , only the first step of design is really performed according to the chinese code for seismic , and the structures " response under the fortification and rare seismic action need to be reviewed through some three - dimensional nonlinear analysis quantificationally
對于不規(guī)則結(jié)構(gòu)，我國目前事實(shí)上只能做到一階段設(shè)計(jì)，我國現(xiàn)行規(guī)范中有關(guān)抗扭設(shè)計(jì)的方法在設(shè)防地震和罕遇地震作用下的效果到底如何，有待通過三維非線性地震反應(yīng)模擬給出一些定量的分析。 - It's difficult to find irregular structure in a sentence. 用irregular structure造句挺難的
- On theory , based on the latest research of the international neuro - physiologist and psychologist on no , we detail several important results highlighting the role of source structure in the diffusion process , such as point source , hollow sphere source and irregular structure . second , we have had a advanced research on self - organizing feature maps . and some qualities of sofm have been analyzed
理論地，在國際神經(jīng)生理學(xué)、心理學(xué)與醫(yī)學(xué)關(guān)于內(nèi)源性一氧化氮( no )最新研究的基礎(chǔ)上，深入分析一氧化氮的非局部擴(kuò)散遞質(zhì)和逆轉(zhuǎn)錄信使的特性，同時針對模型的不同結(jié)構(gòu)(包括對稱形狀和不規(guī)則形狀)給出仿真結(jié)果。 - At present , functions and forms of buildings trend towards diversification , plane and set up surface irregular already quite general structure even more , outstanding to torsion effect question , it is more nessary to go on and assess and prove safely to code design method even more . as far as the irregular structure , only the first step of design is really performed according to the chinese code for seismic , and the structures " response under the fortification and rare seismic action need to be reviewed through some three - dimensional nonlinear analysis quantificationally
當(dāng)前，建筑物的功能和形式更趨多樣化，平面及立面不規(guī)則結(jié)構(gòu)已相當(dāng)普遍，扭轉(zhuǎn)問題更加突出，更需要對規(guī)范的設(shè)計(jì)方法是否足夠安全進(jìn)行評估和驗(yàn)證。對于不規(guī)則結(jié)構(gòu)，我國目前事實(shí)上只能做到一階段設(shè)計(jì)，我國現(xiàn)行規(guī)范中有關(guān)抗扭設(shè)計(jì)的方法在設(shè)防地震和罕遇地震作用下的效果到底如何，有待通過三維非線性地震反應(yīng)模擬給出一些定量的分析。 - Now , simplified calculating methods of vertical frame and horizontal framed bent for plate structure are mostly used in this structure design . for the complex distribution of quality and rigidity of this structure , the calculating method of space turning coupled pair should be considered as a complemental checking calculation for this kind of irregular structure
該類結(jié)構(gòu)設(shè)計(jì)目前大多采用縱向框架、橫向框排架的平面結(jié)構(gòu)簡化計(jì)算方法,由于該類結(jié)構(gòu)質(zhì)量和剛度分布復(fù)雜,對于此類不規(guī)則結(jié)構(gòu)尚應(yīng)采用考慮空間扭轉(zhuǎn)耦聯(lián)的計(jì)算方法進(jìn)行補(bǔ)充驗(yàn)算。 - The concept of the equivalent mode and the modal participation coefficient is introduced when the regulation structures are studied . as to the vertical irregular structural systems , the inter - story capacity spectrum method is used and the strength reduction coefficient 77 is put forward when the capacity method is used to evaluate the performance of the torsional irregular structures
對于扭轉(zhuǎn)不規(guī)則結(jié)構(gòu)體系，引入與結(jié)構(gòu)偏心矩大小和結(jié)構(gòu)平面整體尺寸有關(guān)的強(qiáng)度降低系數(shù)叮來考慮結(jié)構(gòu)的扭轉(zhuǎn)效應(yīng)，選取結(jié)構(gòu)的基底剪力和邊軸線的最大反應(yīng)位移為參數(shù)，應(yīng)用能力譜方法進(jìn)行抗震性能評估。 - Referring to three kinds of plan irregularity , structures individually with four kinds of irregularity as eccentricity in one direction , eccentricities in two directions , re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures . the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed , some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings . it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout , the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout , the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as
所取得的主要結(jié)論有：結(jié)構(gòu)的扭轉(zhuǎn)效應(yīng)與《抗震規(guī)范》所采用的扭轉(zhuǎn)不規(guī)則指標(biāo)即偏心扭轉(zhuǎn)角之間的相關(guān)性較差，偏心扭轉(zhuǎn)角不宜作為判斷結(jié)構(gòu)是否計(jì)及扭轉(zhuǎn)效應(yīng)及需考慮雙向水平地震作用的界定指標(biāo)；對于樓層間均勻偏心的多層單向偏心結(jié)構(gòu)，建議采用相對偏心距作為需考慮雙向水平地震作用的界定指標(biāo)，并給出針對不同平面尺寸的界限相對偏心距；對于樓層間均勻偏心的多層雙向偏心結(jié)構(gòu)，建議采用兩個主軸方向的相對偏心距及其夾角作為界定指標(biāo)，結(jié)合單向偏心結(jié)構(gòu)的界定方案進(jìn)行需考慮雙向水平地震作用的結(jié)構(gòu)范圍界定；凸凹不規(guī)則結(jié)構(gòu)的扭轉(zhuǎn)效應(yīng)與凸凹比例無正相關(guān)關(guān)系， 《抗震規(guī)范》要求所有平面布置不對稱的凸凹不規(guī)則結(jié)構(gòu)計(jì)及扭轉(zhuǎn)效應(yīng)的規(guī)定欠妥當(dāng)，建議凸凹不規(guī)則界限值從30改為15 ，只要求分析采用空間模型比較合適； 《抗震規(guī)范》關(guān)于有效樓板寬度較小的結(jié)構(gòu)需計(jì)及扭轉(zhuǎn)效應(yīng)的規(guī)定很有必要，樓板局部不連續(xù)的結(jié)構(gòu)需采用符合樓板實(shí)際剛度的計(jì)算模型予以分析，可使用相對偏心距（及其夾角）參照單向（和雙向）偏心結(jié)構(gòu)的界定方案，界定樓板局部不連續(xù)結(jié)構(gòu)是否需要計(jì)入雙向水平地震作用下的扭轉(zhuǎn)效應(yīng)。 - The fractal is a geometrical figure with self - similar symmetry , and it is an important tool for characterizing irregular structures in nature that are self - similar on certain length scales . for example , the koch curves can be viewed as a mathematical model for coastlines , percolation model can be used to mimic mixture of mental and insulator , self - avoiding walks can serve as a model for linear polymers , and rock fracture mode can stimulate the process of brittle fracture of rock , and so on
分形是具有自相似對稱性的幾何圖形，可用來模擬自然界中在一定尺度范圍內(nèi)具有自相似對稱性的不規(guī)則結(jié)構(gòu)，如koch曲線可用來模擬海岸線，滲流模型可模擬金屬絕緣體混合物，自回避無規(guī)行走模型可模擬線性聚合物，巖裂模型可模擬真實(shí)巖體的脆性破裂等。