English translation for "steel-frame structure"
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- 钢架结构
钢框架结构
- Example Sentences:
| 1. | Steel - frame structure 钢架结构 | | 2. | The palau de la musica catalana is an exuberant steel - framed structure full of light and space , and decorated by many of the leading designers of the day 帕劳音乐厅由巨大的钢架结构组成,光线充足,空间开阔,由当时许多顶尖设计师进行内部装饰。 | | 3. | As to the buildings in hong kong , even though they may look similar in appearance from the outside , most of the steel - framed structures are integrated with reinforced concrete 至于本港的楼宇,尽管它们的外貌或与世贸中心相似,但大部分的钢架结构均加入钢筋混凝土。 | | 4. | 5 typical earthquake waves are selected , which represent different site conditions respectively . using finite element program ansys , three - dimensional history time analysis of three mega steel - frame structures with different calculative modes subjected to different earthquake ground motions are conducted 应用有限元分析软件ansys ,选取了代表不同场地条件的5条典型地震波,对不同计算方案的3个算例进行三维地震时程反应分析。 | | 5. | Industrial metal paint is used for the beautification of steel - frame structure and city environment as well as the firefighting , anti - corrosion , rust prevention and other surface decorations of industrial products , vehicles and ships , thus making people in the scientific and technological era enter a varied and graceful world 工业金属漆、是钢架结构与城市环境美化、及工业产品、车、船、防火、防腐、防锈等表面装饰、使科技时代生活的人们进入了一个多才多艺的世界里。 | | 6. | Three representative mega steel - frame structures are selected . four calculative modes are hypothesized , which are , mode 1 : considering the main - frame , not considering the floor stiffness ; mode 2 : considering the cooperation of main and hypo frames , not considering the floor stiffness ; mode 3 : considering the cooperation of main and hypo frames , and the floor stiffness ; mode 4 : considering the main - frame and the floor stiffness 本文选取了具有代表性的3个巨型钢框架结构作为算例,假设了4个计算方案,即方案1 :仅考虑主框架、不考虑楼板刚度;方案2 :考虑主、次框架协同工作、不考虑楼板刚度;方案3 :考虑主、次框架协同工作和楼板刚度;方案4 :仅考虑主框架和楼板刚度。 | | 7. | C ompared the results of structural period , displacement and internal forces of mode 1 with mode 3 , we can know that the hypo - frame can increase the lateral stiffness of the mega steel - frame structures , decrease lateral - deformation of the structures , especially decrease the maximum inter - storey displacement obviously , and get the internal forces and deformation of the whole structure more uniform . from the analysis results , it can be found that the maximum axial force gets less with hypo - frame than without it , and the maximum shear force and bending moment get more with hypo - frame than without it . thus it can be seen that the mainframe can be an independent structure system by itself , but the cooperation of main and hypo frame should be considered for conducting the entire analysis and design , otherwise the mega structure can be unsafe , in addition , from the comparing analysis , it can be found that the shear force and bending moment of inside - row columns are increased much more than those of outside - row ones in a mega column 通过3个算例方案1和方案3结构周期、位移和内力反应的比较分析可知,次框架可以进一步增加巨型钢框架结构的抗侧刚度,减少结构侧向变形,特别是明显减少了结构最大层间位移,使整个结构的内力与变形分布更为均匀;次框架的加入使主框架柱最大轴力较无次框架情况减少,而主框架柱的最大剪力和弯矩较无次框架情况都有所增加,由此可知,虽然主框架本身可以成为独立的结构体系,但在分析设计时,还应该考虑主、次框架协同工作,进行整体分析、整体设计,否则结构会偏于不安全。 | | 8. | In order to study how the floor stiffnesses influence on the mega steel - frame structures , the results of mode 1 and mode 4 of example 1 , and those of mode 2 and mode 3 of three examples are compared . some conclusions are obtained as follows : compared with beams and columns of the common steel - frame structures , the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large . because the mega structure system has great lateral stiffness and entirety work behavior , whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe , but larger influence on the response of columns of hypo - frame 通过对算例1方案1和方案4及算例1 - 3方案2和方案3结构周期、位移和内力反应的比较,研究了楼板刚度对巨型钢框架结构反应的影响,得到如下结论:与普通钢框架的梁、柱相比,巨型钢框架中主框架的巨型梁、巨型柱截面尺寸要大得多,并且由它们组成的这种超常规的大型结构具有巨大的抗侧刚度和整体工作性能,因此,在地震作用下,考虑楼板刚度与否对巨型钢框架结构整体反应影响不大,对主框架柱位移和内力反应影响也不大,但对次框架位移和内力反应的影响相对较大。 |
- Similar Words:
- "steel-die engraving press" English translation, "steel-disc band" English translation, "steel-encased beam" English translation, "steel-filled piston" English translation, "steel-frame construction" English translation, "steel-framed building" English translation, "steel-framed footbridge" English translation, "steel-framed greenhouse" English translation, "steel-framed hangar" English translation, "steel-framed reinforced construction" English translation
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