Chinese translation for "结构自重"
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- dead load
selfweight
self-weight (of structure)
self-weightstructure
Related Translations:
自重坍陷: coefficient of self-weight collapsibility, δsz 自重系数: ratio of light weight to loading capacity 拖车自重: trailer self weight 自重流动: free flowingfree-flowing 自重天平: dormant scalesdormant type scale 自爱自重: self-esteem and self-discipline 自重的: autonomousself-respecting
- Example Sentences:
| 1. | However , due to masonry structure ' s high self - weight and low aseismic capacity , the total height of the building and the number of storeys are strictly limited
目前，其主要结构形式是底部框剪砌体房屋，但是由于砌体结构自重大，抗震性能差，房屋的层数及高度受到严格限制。 | | 2. | Cavity sandwich panel infill is made of paper triangle cavity material , which is a kind of low density and environmental material . it could increase lateral resistant ability of frame while decrease the weight of the structure
空腔结构材料为一种纸基三角空腔结构材料，它是一种新型轻质节能环保型复合材料，用于填充墙钢框架结构中既可以提高结构的抗侧力性能，又可以减轻结构自重。 | | 3. | Pre - stress steel structure , a new type of structure in which combine pre - stressed with steel structure . adding some high strength bar in steel structure , and forcing these bars pre - stress can improve the structure capability , reduce the structure weight
预应力钢结构是一种将预应力与钢结构相结合的新型结构，就是在钢结构中增加某些高强度杆件，并且对这些杆件施加预应力，使其达到改善结构性能，降低结构自重等作用。 | | 4. | Under the horizontal earthquake action and wind force , aim at " the pure frame structure with rectangle columns " , " the pure frame structure with special - shaped columns " , " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns " , earthquake action analysis was done by the spacial finite element method through the changes structural parameter . analyzing systematically " structure vibration mode " , " vibration period " , " structure lateral rigidity " , " seismic action force " , " seismic response force " , " floor seismic shear force " , " lateral horizontal displacement of structure " and " members internal force " . results indicate : ( 1 ) based on equal area , the special - shaped columns replaced the rectangle columns , the structural lateral rigidity enlarges , the lateral displacement minishes obviously , the earthquake response increase slightly , the biggest increasing amount of frame columns axis - compress ratio is smaller than 0 . 08 . the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3 . 6 , the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree , structure earthquake response is bigger , belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement , members internal force enlarged just rightly , have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , adopting special - shaped columns structure system , should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result
西安理工大学硕士学位论文在水平地震作用下，并考虑风荷载组合，分别对“矩形柱纯框架结构” 、 “异型柱纯框架结构” 、 “异型柱框一析架结构”及“异型柱框-剪结构”等四种结构体系，通过改变结构参数，运用空间有限元方法，进行地震作用计算。系统地分析研究“结构振型” 、 “振动周期” 、 “结构侧向刚度” 、 “结构地震反应力” 、 “楼层地震剪力” 、 “结构侧向位移” 、 “层间位移角” ，以及“构件内力” 。结果表明:在等面积原则下，异型柱代换矩形柱后，结构刚度增大，侧向位移明显减小，地震反应力略有增加，框架柱轴压比最大增幅小于8 % ，结构整体抗震性能有所提高;当异型柱肢长肢厚比小于等于3 . 6时，结构有利于抗震;水平地震作用力与整体坐标夹角为0度时，结构地震作用效应较大，属结构设计的控制因素之一;异型柱框一析架结构采用“人”字斜撑，侧向刚度大于“八”字斜撑和“人一八”字混合斜撑;异型柱框一剪结构侧向刚度大、位移小，构件内力增大适中，是一种抗震性能优越的结构体系:在抗震设防烈度较高地区( 8度)和抗震不利的建筑场地( m类场地) ，采用异型柱结构体系时，应尽可能减轻结构自重，降低地震作用力;分别采用“振型分解反应谱”法和“时程分析”法进行地震作用计算，两种方法所得结果基本一致。 | | 5. | Reactive powder concrete ( rpc ) is a new kind of compound concrete that has ultra - high strength , high ductility . besides having characteristic of concrete filled steel tubular , rpc filled steel tubular structure can decrease cross section owing to the ultra - high strength of rpc , and economize on concrete and small dead load . the structures have broad prospects in high commercial and civil building , many - storied factories , high - span bridges and urban traffic
活性粉末混凝土（ rpc ）是一种新的超高性能、高韧性的水泥基复合材料，将其灌入钢管形成钢管活性粉末混凝土，这种结构除了具备钢管混凝土的一般特性外，因其超高强度使构件截面尺寸大大减小，还可进一步节约混凝土并减轻结构自重，必将在高层建筑、公共建筑、多层厂房、桥梁、交通等领域有着广泛的应用前景。 | | 6. | And the procedure of solving initial prestress by equilibrium matrix theory and simplified method are elucidated . the self - stress mode of sunflower - patterned cable dome must be positive , and the mechanisms mode equals to zero . it seems like statically indeterminate structures and is geometrical stable structure
明确了葵花型索穹顶结构形态分析的具体内容；阐述了用平衡矩阵理论和简化算法求解索穹顶结构初始预应力的过程，指出葵花型索穹顶结构的自应力模态s 0且机构位移模态m = 0 ，相当于结构力学中的超静定结构，同时它也是几何稳定的结构；提出了考虑结构自重时葵花型索穹顶结构初始预应力的求解方法，这种方法求得的初始预应力更加准确。 | | 7. | Considering that the traditional cast - in - situ r . c . shear wall structure has such disadvantages as large self - weight , stiffness and seismic forces , poor ductility and energy wasting , the subject puts forward a new type of hollow shear wall of r . c . stucture with seams which has the advantages of not only high bearing capacity but also small self - weight , stiffness and good ductility and so on . it is a new kind of earthquake resistant and energy - saving structure
针对传统现浇钢筋混凝土剪力墙结构自重大、刚度大、自振作用大、延性差以及保温隔热等建筑节能性能差等诸多缺点，本课题对其进行改革，提出了一种新型的带缝空心钢筋混凝土剪力墙结构，此结构具有自重轻、刚度小、延性及变形能力好、耗能能力强等优点，是一种新型抗震、节能的承重结构。 | | 8. | The use of high strength concrete in building constructions has many advantages , such as reducing sectional size of component evidently , alleviating the structure self weight and retrenchment the use of reinforcing steel bar , thus the economic benefit is distinct but the brittleness of high strength concrete causes anxious about its use in the earthquake - resistant structure
应用高强混凝土可以显著减小构件的截面尺寸，减轻结构自重和钢筋用量，具有明显优点，可获得较高的经济效益。但高强混凝土的脆性引起人们对其用于抗震结构的担心，强度等级愈高，胞性愈大。 |
- Similar Words：
- "结构状态模型" Chinese translation, "结构拙劣的" Chinese translation, "结构资本" Chinese translation, "结构子句" Chinese translation, "结构自振频率" Chinese translation, "结构字" Chinese translation, "结构字, 方块字" Chinese translation, "结构综合" Chinese translation, "结构综合设计程序" Chinese translation, "结构总长度" Chinese translation
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