侧柱

基本解释 (translations)

jamb  ·  jambe

词组短语

lateral column · Columna lateralis

与侧柱相关的网络例句 [注：此内容来源于网络，仅供参考]

Results AQP1 is expressed at the apical and basolateral membrane of the microvascular endothelium; AQP3 was detected at basal cells of both the bronchiole epithelium and submucosal gland acinus; AQP4 is present in the basolateral membrane of columnar cells in bronchiole; while AQP5 is expressed in the apical membrane of type Ⅰ pneumocytes, and also at the apical of columnar cells of superficial epithelium and submucosal gland acinar cells.

结果本研究发现AQPs基因在羊肺中的表达分布与人相似，AQP1在肺内的毛细血管内皮细胞表达；AQP3在小支气管黏膜上皮的基底细胞的基侧膜表达，AQP4存在于小支气管黏膜上皮的柱状纤毛细胞的基侧膜；AQP5存在于Ⅰ型肺泡上皮细胞的顶质膜，存在于小支气管黏膜上皮柱状纤毛细胞，以及在气道黏膜下腺的腺细胞的顶质膜表达。

After the biomechanical finite element analysis for the three-dimensional reconstruction model, we find the structure of the deformed nose showes the following characteristics: 1, Nasal septum, nasal columella, lateral feet of nasal alar, lateral nasal dorsum are stress concentrated regions, that is the key mechanical positions of deformed nose; 2, Under the static state, nasal deformation has a very small value of stress distribution, under displacement load status, the deformed nasal has a large value of the stress distribution; 3, Ipsilateral nasal columella are the the key mechanical parts of deformed nasal rectify. And lateral nasal alar is also the most stress concentrated areas.

对于重建后的单侧唇裂鼻畸形鼻部模型进行有限元生物力学研究，发现畸形鼻的力学结构呈现以下特点：1、鼻中隔、鼻小柱、鼻翼外侧脚、鼻背外侧是单侧唇裂鼻畸形应力分布的集中部位，也就是畸形鼻部的力学关键部位；2、在静态状态下，畸形鼻部拥有的应力分布值很小，在位移载荷状态下，形变后的畸形鼻部拥有的较大的应力分布值；3、单侧唇裂鼻畸形整复中，鼻小柱患侧部是畸形整复的力学关键部位，其次就是患侧鼻翼部。

It suggested that under static status, the nasal septum, nasal columella and the lateral feet of nasal alar were the most concentrated areas of stress distribution. They are key mechanical parts of deformed nasal.3.2 Nasal displacement load analysis of patients with unilateral cleft lip and nasal alar collapse Deformed nasal displacement load three-dimensional finite element analysis showed that if the ipsilateral and contralateral nasal parts obtain similar geometry, the positions around nasal columella in ipsilateral nostril were the most stress concentrated region, next parts were the nasal septum and the lateral nasal alar.

提示静态状态下，鼻中隔、鼻小柱和两侧鼻翼外侧角是应力分布最集中部位，也是畸形鼻部的关键力学部位。3.2单侧唇裂鼻翼塌陷畸形患者的鼻部位移载荷形变后力学分析单侧唇裂鼻畸形患者的位移载荷三维有限元分析表明，畸形鼻部的患侧要获得和健侧近似的几何形态，其患侧鼻孔近鼻小柱周围应力分布最为集中，其次为鼻中隔和患侧鼻翼外方。

The distribution and the variation of the pre-stressed effective quantities in the cross section of the beam are comprehensively analyzed by the FEA along with the variation of the span numbers, span length and linear rigidity ratio of beam to column, wherefore the effect factors and the specific conclusions of lateral restraints on the pre-stressed formation in the concrete beam are drawn.

本文以竖向支承构件有一定侧向刚度的预应力混凝土框架结构为研究对象，分析了框架梁受到柱的侧向约束时的受力机理，并运用有限元数值模拟计算方法全面分析了随着梁柱线刚度比、跨度、跨数等诸多因素的变化，框架梁中预应力有效量的分布和变化情况，得到了侧向约束对框架梁建立预压应力的影响因素和具体结论。

The stopper (41) includes a distal portion (62) and a proximal portion (61) separated by a spring element (63) and configured to compress when fluid is being driven through the passageway by motion of the plunger (37) and to continue to drive fluid through the passageway after motion of the plunger (37) has stopped.

止动器(41)包括由弹簧元件(63)分离的远侧部分(62)和近侧部分(61)，并设置成当流体通过柱塞(37)的运动而通过通道排出时进行压缩，且在柱塞(37)的运动停止后继续推动流体通过通道。

A lock bumping detection device is placed on or in a door or door jamb near the lock.

撞锁检测装置被放置在门上或门里或门侧柱上或门侧柱里锁附近的位置。

New brick openings in the south and east walls were framed with plate steel jambs and new steel channel lintels.

南面与东面墙壁砖瓦窗口的侧柱以钢板作为材料，圆拱形顶梁也以全新钢材制成。

Once theoutside is dry, wipe down all your door jambs and sills.

车子外部擦乾了，门边侧柱和缝隙也别漏掉了。

At one point during our tour, after seeing windows open for lack of air-conditioning and metal strips crudely bolted to door jambs to keep out mice, we were guided to a small freezer secured by nothing more than a seal of string.

在巡视期间的某一时刻，由于缺乏空调，窗户被打开，钢条被简陋地安装在门的侧柱上，以防止老鼠跑进去，然后，我们被带到一个小冷冻机旁，冷冻机是用一串线锁住的。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下：通过大量的计算、分析和对比，总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同，为深入了解异形截面柱的特点提供必要的基本概念和数据；通过大量的弹性及弹塑性计算分析，在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下，在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律，并在此基础上总结归纳出异形柱结构的最大适用高度规定，可用于规程，以便于在确定方案时起到宏观控制的作用；对肢长与肢厚比在4～5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨，提出初步的设计方法；通过对典型工程的弹塑性动力时程分析，检验异形柱结构的薄弱层及屈服、破坏、倒塌机制，以达到建筑物大震不倒的抗震设防要求；通过理论分析，推导出异形柱结构自振周期，以及适宜自振周期、适宜刚度的工程实用简化计算公式，为经济、安全、合理地确定结构方案提供简便实用的方法；在本文理论分析、计算以及大量的研究成果基础上，总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容，并在此基础上提出异形柱结构的抗震设计建议。

与侧柱相关的网络解释 [注：此内容来源于网络，仅供参考]

doorjamb：门侧柱

doorhinge门铰链 | doorjamb门侧柱 | doorknocker门环

door jamb：门侧柱

door hinge 门铰链 | door jamb 门侧柱 | door knocker 门环

door jamb：门框侧柱

门止卡 door holder | 门框侧柱 door jamb | 门把手 door knob

anterolateral column：前侧柱

anterior pituitary 垂体前叶 | anterolateral column 前侧柱 | anthela 长侧枝聚伞花序

apteral：无翅的, 无侧柱的

unigravida 初孕妇 | apteral 无翅的, 无侧柱的 | hyperinvolution 复旧过度

apteral：无侧柱的

Ancon 肱木,悬臂托梁 | Apteral 无侧柱的 | Architectural design建筑测量

apteral：无侧柱教堂

apsis window 教堂半圆形后殿窗户 | apteral 无侧柱教堂 | apteral temple 无侧柱的寺庙

apteral temple：无侧柱的寺庙

apteral 无侧柱教堂 | apteral temple 无侧柱的寺庙 | aptitudal 适当的

chordotomy：脊髓(前侧柱)切断术

ronquil 海水鲈类鱼 | chordotomy 脊髓(前侧柱)切断术 | Purchas 珀切斯(姓氏)

quarter pillar：直角柱,侧柱

舵工(船舶) quarter master | 直角柱,侧柱 quarter pillar | 四分锯法 quarter sawing