type sites造句
例句與造句
- the pace of change is evident in the obsolescence of static html and brochure type sites
編寫的網(wǎng)站和小冊(cè)子一樣的網(wǎng)站來看，這種需要變化的節(jié)奏是明顯的。 - 100 new “ encounter ” combat sites have been added . these are “ unknown ”-type sites tuned to be substantially easier to locate and complete than existing exploration content
100個(gè)新遭遇戰(zhàn)地區(qū)將被增加。這些“未知”類型的地區(qū)將比現(xiàn)在的探索內(nèi)容變的非常容易定位和完成。 - under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special-shaped columns ", " the frame-truss structure with special-shaped columns " and " frame-shear wall structure with special-shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter . analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force " . results indicate : ( 1 ) based on equal area, the special-shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis-compress ratio is smaller than 0.08 . the whole aseismic performance of structure has improved; ( 2 ) when the section's length and section's thickness ratio of special-shaped columns is smaller than 3.6, the structure benefits to resist seismic action; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design; ( 4 ) the frame-truss structure with special-shaped columns and the " a "-brace has the biggest lateral rigidity; ( 5 ) the frame-shear wall structure with special-shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special-shaped columns structure system, should reduce possibly the building's self-weight in order to reduce the earthquake response; ( 7 ) the response spectrum method of computing seismic response and the time-history analysis method have similar analysis result
西安理工大學(xué)碩士學(xué)位論文在水平地震作用下，并考慮風(fēng)荷載組合，分別對(duì)“矩形柱純框架結(jié)構(gòu)”、“異型柱純框架結(jié)構(gòu)”、“異型柱框一析架結(jié)構(gòu)”及“異型柱框-剪結(jié)構(gòu)”等四種結(jié)構(gòu)體系，通過改變結(jié)構(gòu)參數(shù)，運(yùn)用空間有限元方法，進(jìn)行地震作用計(jì)算。系統(tǒng)地分析研究“結(jié)構(gòu)振型”、“振動(dòng)周期”、“結(jié)構(gòu)側(cè)向剛度”、“結(jié)構(gòu)地震反應(yīng)力”、“樓層地震剪力”、“結(jié)構(gòu)側(cè)向位移”、“層間位移角”，以及“構(gòu)件內(nèi)力”。結(jié)果表明:在等面積原則下，異型柱代換矩形柱后，結(jié)構(gòu)剛度增大，側(cè)向位移明顯減小，地震反應(yīng)力略有增加，框架柱軸壓比最大增幅小于8%，結(jié)構(gòu)整體抗震性能有所提高;當(dāng)異型柱肢長肢厚比小于等于3.6時(shí)，結(jié)構(gòu)有利于抗震;水平地震作用力與整體坐標(biāo)夾角為0度時(shí)，結(jié)構(gòu)地震作用效應(yīng)較大，屬結(jié)構(gòu)設(shè)計(jì)的控制因素之一;異型柱框一析架結(jié)構(gòu)采用“人”字斜撐，側(cè)向剛度大于“八”字斜撐和“人一八”字混合斜撐;異型柱框一剪結(jié)構(gòu)側(cè)向剛度大、位移小，構(gòu)件內(nèi)力增大適中，是一種抗震性能優(yōu)越的結(jié)構(gòu)體系:在抗震設(shè)防烈度較高地區(qū)(8度)和抗震不利的建筑場地(m類場地)，采用異型柱結(jié)構(gòu)體系時(shí)，應(yīng)盡可能減輕結(jié)構(gòu)自重，降低地震作用力;分別采用“振型分解反應(yīng)譜”法和“時(shí)程分析”法進(jìn)行地震作用計(jì)算，兩種方法所得結(jié)果基本一致。 - this paper related to a practical project that a high school is big bay building with teaching, experiment and studying, aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), and the building loading much ( the building " self-weight is over the 9.0 kn / m2 ) . compared to r . c . rectangle columns, studying the aseismic performance of the r . c . special-shaped columns pure frame structure, the r . c . special-shaped columns frame-truss structure and the r . c . special-shaped columns frame-shear wall structure
本文，結(jié)合某中學(xué)大開間教學(xué)實(shí)驗(yàn)綜合樓的具體工程，就抗震設(shè)防烈度較高地區(qū)(8度)和抗震不利的建筑場地(類場地)，并且建筑物所受荷載較大的情況(建筑物自重超過9.0knm~2)，通過與矩形柱分析比較的方式，研究了異型柱純框架結(jié)構(gòu)、異型柱框架-桁架結(jié)構(gòu)，以及異型柱框架-剪力墻結(jié)構(gòu)的抗震性能。 - It's difficult to find type sites in a sentence. 用type sites造句挺難的