加劲

词组短语

make a greater effort

与加劲相关的网络例句 [注：此内容来源于网络，仅供参考]

The study that comprehensive and systematic analyze the factor of links length, thickness of links flange, distance of links rib, thickness of links rib and angle of brace to be changed affect energy-dissipation capacity of D shape and K shape eccentrically braced steel frames have been some studied before. This paper fills the black in the filed factor of high-span ratio, brace stiffness and brace-to-beam connections to be changed affectenergy-dissipation capacity of D shape and K shape eccentrically braced steel trames and any factor to be changed affect energy-dissipation capacity of Y shape eccentrically braced steel frames.

对耗能梁段的长度、耗能梁段腹板的厚度、耗能梁段翼缘的厚度、耗能梁段加劲肋的间距、耗能梁段加劲肋的厚度、支撑的夹角等因素的改变对D形、K形偏心支撑钢框架耗能的影响，前人已有一些研究，本文对这些因素的影响进行了全面系统的分析，完善了理论分析的不足；而结构高跨比、支撑刚度、支撑与梁的连接形式等因素对D形、K形偏心支撑钢框架破坏机理的研究以及各种因素对Y形偏心支撑钢框架破坏机理的影响，则很少有人涉及，本文对此也进行了深入系统的分析，填补了这一研究空白。

To clear the stress relations between bridge decks and the steel tube truss stiffening girder of Zhongxian Yangtze River Bridge, this paper establishes two kinds space analysis model for this bridge, namely: the interaction model of the bridge decks work with the stiffening girder together and the traditional model not work with the stiffening beam.

为了明确忠县长江大桥桥面板与钢管桁架加劲梁的受力关系，本文建立了两种空间分析计算模型，即；桥面系参与加劲梁受力的共同作用模型和不参与加劲梁受力的传统模型。

The main contents are listed as follows: 1. Nine square concrete-filled thin-walled steel tubular columns with stiffeners (six specimens with longitudinal stiffeners in two directions and three specimens with longitudinal stiffeners in one direction) have been experimentally investigated under combined constant axial load and lateral cyclic load in order to get their hysteretic behavior.

具体进行了以下几方面工作：(1)共进行了9根设肋方形薄壁钢管混凝土柱(6根双向设纵向加劲肋、3根单向设纵向加劲肋)在恒定轴力和往复荷载作用下的滞回性能试验研究。

Numerical examples are studied to demonstrate the accuracy of the proposed method and to investigate the distribution of the optimal stiffness of the elastic restraints, the deformation of the elastic restraints and deflection of the stiffened plate for stiffened plate with different number of stiffeners, different cross section of stiffeners and different thickness of plate.

本研究利用牛顿法提出一个数值程序以求得使目标函数有最小值且满足拘束条件的弹性支承刚度，即求得最佳化的弹性支承刚度。本研究以数值例题探讨不同加劲板之最佳化的弹性支承刚度，弹性支承变形的分布及加劲板的最大挠度。

The discrete stiffener solution and orthotropic plate solution are used for analyzing the buckling behavior of intermediately stiffened plates theoretically in this paper.

论文建立了有限条法分析模型，编制了有限条计算程序，用有限条法分析了帽形中间加劲板件的屈曲和帽形肋条的加劲性能。

The discrete stiffener solution and orthotropic plate solution are used for analyzing the buckling behavior of intermediately stiffened plates theoretically in this paper. Thus, closed-form solution of critical buckling stress and required adequate stiffening rigidity of the stiffener is obtained.

本文分别用分离加劲肋法和各向异性板法对纵向中间加劲板件的屈曲性能进行了理论分析，得到了屈曲应力和理论充分加劲刚度解析表达式。

A channel stiffener for end-plate beam-to-column connections is introduced to meet some architectural needs in this study.

本文介绍了梁柱端板连接的一种满足某种建筑要求的加劲方法，即采用槽钢代替传统的加劲方式作为加劲肋。

The effects for buckling stress of the changes of the stiffener rigidity, shape, dimension, as well as its location are analyzed in this thesis.

论文对帽形中间加劲肋的刚度、加劲肋的形状、尺寸和位置变化对中间加劲板件屈曲应力的影响作了分析研究。

By investigating the differences among the behaviors of sound pressure responses of four types of stiffened plates and an unstiffened one, we obtain a structural design which can effectively modify the stiffness of a plate structure and its sound radiation behavior.

透过四种加劲设计之复合材料结构板及未做加劲设计之平板的比较，探讨其声压曲线之差异以及差异产生的原因，来研究如何做出能有效提高平板结构刚性之加劲设计。

The result shows the theoretical formulas are suitable to the penstocks with any distance between rings and can be regarded as the general formulas for the structure analysis on stiffened penstocks.The stiffness coefficient and the equivalent flange are the function of the ring distances.

结果表明，本文的理论公式适用于任何间距的加劲钢管，为加劲压力钢管结构分析的通用公式；加劲环的刚度系数和等效翼缘为其间距的函数，这些新结论是对现行压力钢管设计规范的补充和完善。

与加劲相关的网络解释 [注：此内容来源于网络，仅供参考]

stiffen：加劲,加强

stern wave 艉波 | stiffen 加劲,加强 | stiffener 扶强材,加劲杆

STIFFENING：加劲

stiffener 加劲材 | stiffening 加劲 | stiffening plate 加强板

stiffening plate：加劲板

加劲肋 stiffening rib, rib stiffener | 加劲板 stiffening plate | 角钢 angle steel

stiffened suspension bridge：加劲悬索桥

stiffened skin 加强蒙皮 | stiffened suspension bridge 加劲悬索桥 | stiffened wire lath 加劲钢丝灰网,加强钢丝网

unstiffened suspension bridge：未加劲悬索桥

unstemmed shot 无炮泥爆破 | unstiffened suspension bridge 未加劲悬索桥 | unstiffened type 未加劲式

unstiffened type：未加劲式

unstiffened suspension bridge 未加劲悬索桥 | unstiffened type 未加劲式 | unstocked blank 无立木地

unstiffened suspension bridge：未加劲悬索桥

unstemmed shot 无炮泥爆破 | unstiffened suspension bridge 未加劲悬索桥 | unstiffened type 未加劲式

stiffened wire lath：加劲钢丝网

stiffened suspension bridge 加强吊桥 | stiffened wire lath 加劲钢丝网 | stiffener 劲条,撑骨,加劲杆

stiffened wire lath：加劲钢丝灰网,加强钢丝网

stiffened suspension bridge ==> 加劲悬索桥 | stiffened wire lath ==> 加劲钢丝灰网,加强钢丝网 | stiffened-shell fuselage ==> 半硬壳式机身

stiffened wire lath WESTBANK：加劲钢丝网

stiffened suspension bridge WESTBANK 加强吊桥 | stiffened wire lath WESTBANK 加劲钢丝网 | stiffener WESTBANK 劲条,撑骨,加劲杆