构造型式 meaning in English
structural model
structural pattern
structural style
tectonic pattern
tectonic style
tectonic type
Examples
- Discussion on reasonable structure pattern of u - shaped abutment
型桥台构造型式探讨 - The method is described as follows : the velocity of the moving part and the gas chamber pressure were measured with a dynamic test measurement system ; a dynamic model was built on force analysis of the moving part ; the total kinetic resistance replaced the horizontal friction and water resistance ; then the resistance - velocity relation curves at moving stages were obtained ; with the empirical formula of the gas chamber pressure and the resistance - velocity relation curves , the preliminary dynamic characteristics were analyzed and the structural form and key parameters of an underwater assault rifle were determined
具体方法为：由动力学测量系统测得活动件速度和气室压力；分析活动件的受力，建立动力学模型；以运动总阻力代替水平方向上的摩擦阻力和水阻力，获得各运动阶段的阻力速度关系曲线；利用气室压力经验公式和阻力速度关系曲线，对水下突击步枪进行初步的动力学分析，确定其构造型式及主要参数。 - Through the analysis and studying of this subject , we can make conclusion as followed : during the whole heating season , the change law of the energy consumption of the thermal bridge is with the change law of the meteorological condition inside and outside the room : when airs temperatures indoor is steady , thermal bridge energy consumption increases with reducing of air temperature outside the room , reduce oppositely . the different position and the different structure patterns of the thermal bridges , even under the same meteorological condition inside and outside of the room , energy consumption of the building is different , and impact on heating energy consumption is different , this is mainly caused by the difference of the constructs thermal bridge and different influence in term of out wall , which lead to total mean heat - transfer coefficient different , when the heat - transfer coefficient is relatively small of outer wall , the impact of wall body is more obvious on heat - transfer coefficient of the thermal bridge
然后确立了在节能建筑中热桥耗热量与室内外气象参数和热桥构造型式的关系，分析与研究并得出：在整个采暖季节中，热桥的能耗随着室内外气象条件的变化规律是：在室内空气温度一定时，热桥能耗随着室外空气温度的降低而增大，相反减小；不同部位的热桥，其构造型式不同，即使在相同的室内外气象条件下，产生的能耗也是不同的，并且对采暖能耗的影响也不同，这主要是由于不同构造的热桥对外墙的总平均传热系数的影响不同所造成的，并且当外墙主体的传热系数较小时，热桥对墙体的传热系数的影响更加明显。 - Based on the conceptual considerations and structural design of pingsheng bridge in foshan , the first single tower and single span hybrid girder self - anchored suspension bridge in the world , the original technical achievements of the bridge , such as those of the integral bridge tower and separated stiffening girders , the stiffening hybrid girders , structural types of steel - concrete girder joint parts , steel box girder incremental launching and hanger adjustment , are presented and the key and innovative techniques for the self - anchored suspension bridge are described in a summarized account as well
摘要通过世界上首座独塔单跨混合梁自锚式悬索桥佛山平胜大桥的方案构思及结构设计，介绍了其采用的整体桥塔分离式加劲梁桥型结构、混合加劲梁、钢混凝土结合段构造型式、钢箱梁顶推技术、吊索调索技术等原创性工程技术成果，综述了自锚式悬索桥设计的关键和创新技术。 - It shows that the method and the results can be used for designer , capital construction manager and researcher reference . 6 > the statistic parameters of load effect and resistance on fatigue reliability are studied in the paper . according to statistic analyzing of the real data from spot and the old test data , the fatigue reliability is calibrated on 8 details , which are provided in the code , by first order second moment ( fosm )
6 、通过钢结构吊车梁实测资料与以往疲劳试验资料进行统计分析，提出了荷载与抗力的统计参数，用一次二阶矩方法对钢结构规范中规定的8类连接和构造型式的疲劳可靠性进行了校准分析，根据计算结果给出疲劳目标可大连理工大学博士学位论文一靠指标的建议值与分项系数的设计表达式。