对纵向加劲肋的构造影响进行了参数分析，开讨论了纵向加劲肋的合理构造。
The structural parameters of longitudinal stiffening rib are studied, and the reasonable parameters for which is also discussed.
最后着重介绍的设计要点有：横向抗倾覆稳定计算、纵向加劲肋设置、横梁计算、人孔设置、钢结构涂装等。
Finally, several design points were emphasized such as transverse anti-overturning stability calculation, vertical stiffener layout, beam calculation, manhole and steel structure coating, etc.
主拱为桁架式双拱肋，钢管拱纵向分13段制造，采用无支架缆索吊机安装、钢绞线斜拉扣挂施工。
The steel pipe arch was manufactured in 13 segments vertically, erected by cable crane without support and clasped by diagonal tension steel strand.
蒴果椭圆形，卵球形，或者近球形；托杯纵向的8肋。
Capsule ellipsoid, ovoid, or subglobular ; hypanthium longitudinally 8-ribbed.
拱肋纵向分7段预制，采用无支架缆索吊机安装、钢丝绳斜拉扣挂法施工。
The arch rib have been fabricated longitudinal by 7 segments, and used the non-support cable crane installation and the steel cable diagonal-tension method.
住所甲板内部结构应该在各自肋位处用加强横梁加强，在适当的间隔处用纵向梁支撑以防止震动。
Deck plating inside accommodation shall be stiffened by transverse beams at each frame and supported by longitudinal girders in suitable intervals to avoid vibrations.
利用能量法分析了加肋平板的稳定问题，推导了纵向临界力的计算公式，并探讨加劲肋的合理布置。
The paper analyses the stability of rib slab on method of energy, the formula of longitudinal critical force is deduced, and rational arrangement of stiffening rib is discussed.
在这种情况下，为了提高桥面板的承载能力，在桥面板纵向布置加劲肋成为一种新的构造措施。
In this case, there is a new structural measure that setting lengthways stiffened bars under the bridge deck slab in order to improve the loading ability of the bridge deck slab.
整体式桥台的等代桩长、桥台纵向抗弯刚度、宽跨比及箱梁肋板间距等，是影响该类桥梁剪滞系数的主要因素。
It is proved that the main affecting factors include: equivalent pile length, bending stiffness of abutment, ratio of width to span, distance of webs, etc.
脚稳定器包括纵向延伸的脊部(20)和多个肋边(30、37)，所述肋边从脊部并从相对的内侧和外侧横向地延伸。
The foot stabilizer includes a longitudinally extending spine portion (20) and a plurality of ribs (30, 37) extending laterally therefrom from opposing lateral and medial sides.
为了提高腹板的临界应力，通常都设有腹板横向加劲肋，有时还在梁中段加设纵向加劲肋。
To raise the critical stress of the web, we always lay some transverse stiffeners on the web, and also lay some longitudinal stiffeners sometime.
在结构型式上，采用纵向简支带肋面板，钢筋受到较好保护，并降低构件的荷载应力；
The longitudinal free slab with rib is selected, thus the steel bars can be better protected and the strain in construction members is reduced;
在结构型式上，采用纵向简支带肋面板，钢筋受到较好保护，并降低构件的荷载应力；
The longitudinal free slab with rib is selected, thus the steel bars can be better protected and the strain in construction members is reduced;
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