例句與造句

1. taper keys-cross section dimensions of keys and keyways
   鍵和鍵槽的剖面尺寸
2. thin flat keys-cross section dimensions and keyways
   鍵和鍵槽的剖面尺寸
3. taper keys-cross section dimensions of keyways
   楔鍵鍵槽的剖面尺寸
4. and the axial compression ratio index of l, t-shaped columns considering section dimensions is given
   給出了考慮l、t形柱截面尺寸的軸壓比限值。
5. in the forth chapter, statistics analysis and investigation of section dimension deviations in cast-in-site concrect structure
   第四章是對(duì)現(xiàn)澆結(jié)構(gòu)工程截面尺寸偏差的統(tǒng)計(jì)調(diào)查與分析。
6. It's difficult to find section dimension in a sentence. 用section dimension造句挺難的
7. it has found that section dimension deviations yield with normal distribution; axis line deviations yield with lognormal distribution
   通過(guò)調(diào)查分析認(rèn)為；混凝土截面尺寸偏差服從正態(tài)分布，軸線位移偏差服從對(duì)數(shù)正態(tài)分布。
8. about the frame section, apply the trial method to define the list and potential section dimension, then distribute steels and check the calculation
   同時(shí)對(duì)于框架截面的選擇，采用試算法，計(jì)算出最小可能的框架梁截面，并進(jìn)行配進(jìn)和驗(yàn)算。
9. this essay presents the statistical analysis of reinforced concrete structures on the main line of defects and section dimension deviations in cast-in-site concrect structure . moreover, the allowable for construction quality errors are checked
   本文以混凝土結(jié)構(gòu)工程的外觀質(zhì)量缺陷和尺寸偏差調(diào)查為主線，對(duì)我國(guó)現(xiàn)澆混凝土結(jié)構(gòu)工程的施工質(zhì)量進(jìn)行了調(diào)查分析。
10. it is also shown that the allowable errors for section dimension are loose and the allowable errors for axis line deviations are suitable in the " code for acceptance of constructional quality of concrect structures " ( gb50204-2002 ) . in the fifth chapter : the conclusion and the outlook
    統(tǒng)計(jì)分析表明，《混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》(gb50204-2002)中關(guān)于結(jié)構(gòu)截面尺寸的允許偏差是較寬松的，而對(duì)軸線位移的允許偏差基本是合理的。
11. the non-dimensional relationship of load-bearing capacity is put forward, the virtue of which is that, given the same ratio of limb length to thickness, one curve presents many kinds of section dimensions and concrete strengths, thus the quantity of present relation curves is greatly reduced
    提出了無(wú)量綱形式相關(guān)曲線，無(wú)量綱的優(yōu)點(diǎn)是當(dāng)柱截面長(zhǎng)、厚比相同時(shí)，一條曲線可以代表多種截面尺寸和混凝土強(qiáng)度，使目前的有量綱相關(guān)曲線數(shù)量大大減小。
12. on the basis of detailed comparison and analysis, the paper proposed ways of using the k2 bogie and hdsa light-duty solid wheel, getting through the partition wall, canceling the longitudinal sill of the roof and decreasing the thickness of the board where the value of stress is low, using high intensity steel, increasing section dimensions of center sill and side sill, to improve the whole carrying capacity
    本文在比較分析的基礎(chǔ)上，提出了裝轉(zhuǎn)k2轉(zhuǎn)向架，采用hdsa輕型碾鋼輪，打通隔墻，取消車(chē)頂縱向梁，在應(yīng)力小的部位減薄壁厚的減重對(duì)策；采用高強(qiáng)度耐候鋼，加大中梁、側(cè)梁的截面尺寸等措施，提高車(chē)輛的承載能力。
13. in structure design, the value of axial compression ration of src columns has influence not only upon the seismic behavior of structure, but also upon the section dimension, steel requirements and seismic behavior . at present, the definition of the limited values of axial compression ration in the design specification of src structure and other research on a xial compression ration is focus in the full-web type src columns . but there is fewer data about lattice type src members
    在結(jié)構(gòu)設(shè)計(jì)中，鋼骨混凝土柱軸壓比的取值不僅對(duì)結(jié)構(gòu)的抗性能有很大影響，同時(shí)也是確定柱子的截面尺寸、鋼骨含量及抗震配筋構(gòu)造等的重要依據(jù)，目前，鋼骨混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)程中對(duì)軸壓比限值的規(guī)定和其它有關(guān)軸壓比的研究主要是針對(duì)實(shí)腹鋼骨的，目前尚無(wú)空腹式鋼骨混凝土方面的資料可供參考。