1)hysteretic behavior滞回性能
1.Investigation on hysteretic behavior of concrete-filled steel tubular frame by finite element method;有限元法研究钢管混凝土框架的滞回性能
2.Experimental investigation of hysteretic behavior of different semi-rigid connections in steel framed beam and pillar;钢框架不同型式梁柱半刚性节点滞回性能试验研究
3.Load-displacement hysteretic behavior of concrete filled CHS columns after exposure to ISO-834 standard fire;火灾作用后圆钢管混凝土柱荷载-位移滞回性能研究
英文短句/例句
1.Research on Cyclic Behaviors of Circular R.C. Columns Confined with FRP Jackets;FRP约束圆钢筋混凝土柱滞回性能研究
2.Hysteretic Behaviors of Concrete Filled Circular CFRP-Steel Tubular Flexural Members圆CFRP-钢管混凝土受弯构件滞回性能
3.Analysis of Moment-curvature Hysteresis Behavior of Composite Beams组合梁截面弯矩—曲率滞回性能分析
4.Analysis for Hysteretic Behavior of Stiffened and Seamed Steel Plate Shear Wall全加劲带缝钢板剪力墙滞回性能分析
5.The hysteresis behavior, bearing capacity, ductility, energy dissipation, rigidity degeneration are studied systematically.分析了新型组合框架滞回性能、载能力、性、能能力、度退化等受力性能。
6.The Study of Hysteresis Behavior of Semi-rigid Double Web Angle Steel Connections双腹板角钢半刚性节点滞回性能的研究
7.Nonlinearity Study of Hysteretic Behaviours for Prestressed Concrete Frame Structures;预应力混凝土框架结构滞回性能非线性研究
8.NUMERICAL MODELLING OF HYSTERETIC BEHAVIOR OF SEMI-RIGID STEEL FRAMES半刚性钢框架滞回性能的数值模拟分析
9.A Nonlinear Fininite Element Analysis on the Hysteretic Behavior of Thin-Walled Cold-Formed Steel Beams冷弯薄壁型钢梁的滞回性能非线性有限元分析
10.Cyclic Performance of Concrete-Filled Steel Tubular Columns after Exposure to Fire;火灾后钢管混凝土压弯构件的滞回性能研究
11.Research on the Ultimate Load-carrying Capacity and Hysteretic Behavior of Box-section Beam-column Considering Interactive Buckling;箱形截面构件相关稳定承载力及滞回性能研究
12.Research on the Hysteretic Behavior of Cold-Formed Thin-Wall C-section Steel Members under Constant Compression and Cyclic Bending;冷成型薄壁C型钢压弯构件滞回性能研究
13.An Experimental Study on Hysteretic Behavior of Square Concrete-Filled Thin-Walled Steel Tubular Column with Internally Longitudinal Stiffeners;设肋方形薄壁钢管混凝土柱滞回性能试验研究
14.Research on Cyclic Behavior of FRP-Strengthened Concrete-Filled Steel Tubular Columns after Fire;FRP加固火灾后钢管混凝土柱滞回性能研究
15.Numerical Analysis for the Hysteretic Behavior of Cold-Formed Thin-Wall Steel Members under Cyclic Uniaxial Loading;冷成型薄壁钢构件拉压滞回性能数值分析
16.Hysteretic Behavior of Concrete-Filled Steel Tubular Columns Brace under Varible Axial Force;变轴力下钢管混凝土支撑滞回性能的理论研究
17.Research of Theory and Test on Hysteretic Behavior of Concrete-Filled Rectangular Steel Tubular Frame;方钢管混凝土框架滞回性能理论与试验研究
18.Study for Dynamical Behaviors of Concrete Filled Rectangular Steel Tubes;矩形钢管混凝土压弯构件滞回性能研究
相关短句/例句
hysteresis behavior滞回性能
1.The test of the specimen was conducted under lateral cyclic loading to study the hysteresis behavior of SRC.目前我国规范关于钢框架-内填RC剪力墙组合结构体系(SRCW)的有关内容基本空白,通过了解国际上在SRCW结构体系研究领域的发展状况,以尚未研究的半刚连接钢框架(柱弱轴)-RC剪力墙结构为研究对象,通过1∶3比例将原结构缩放为一两层单跨试件结构,进行了水平循环荷载下的滞回性能试验。
2.To investigate the hysteresis behavior of composite steel frame with PR connection-reinforced concrete infill wall structural systems, a nonlinear finite element program SRCWNP was developed.为了系统研究半刚接钢框架-RC剪力墙结构的滞回性能,编制了非线性有限元程序SRCWNP。
3.Three centrically braced frames filled with foamed aluminum subjected to reversed cyclic load are tested in the paper with the purpose of researching their hysteresis behavior.对3榀中心支撑框架进行了滞回性能研究,其中2榀框架的支撑部分填充了泡沫铝材料,主要考察支撑填充泡沫铝后对框架整体滞回性能的影响。
3)Hysteretic behaviour滞回性能
1.Research on the hysteretic behaviour of H-shaped steel columns with big width-to-thickness ratio plates;宽肢薄腹H形截面钢柱的滞回性能
2.Numerical model for the hysteretic behaviour of steel structures under cyclic loading;循环荷载作用下钢结构滞回性能的数值模型
3.Using the finite element analysis software ANSYS,it was researched that the hysteretic behaviour,strength,deformation,ductility and damage features of the cross-section special-shaped steel columns forced by regular axial compression and cycle moment.利用大型通用有限元分析软件ANSYS分析了十字形钢异形截面压弯构件受常轴力、循环弯矩作用下的滞回性能、强度、变形、延性及破坏特征,得到其滞回性能的主要影响因素及影响规律,可为抗震设防区采用十字形钢异形柱设计提供依据。
4)hysteretic performance滞回性能
1.The hysteretic performance analysis of X typed mild steel shock damperX形软钢阻尼器的滞回性能分析
2.The lateral resistant ability under three kinds of vertical loads and the hysteretic performance under cyclic loading are analyzed and contrasted for four steel frames,six steel plates shear wall piece with slits(two rows) and six steel frames-steel plate shear wall with slits.本文对4种钢框架、6种带缝(两排)钢板剪力墙片(四周与构件无连接)和6种固接的钢框架-带缝钢板剪力墙结构在3种不同竖向荷载作用下的抗侧能力和往复荷载下的滞回性能进行了研究,并对比分析。
3.Pseudo - static test including four pieces of panel type of diagonal - shaped buckling - restrain- ed brace(DBRB) has been carried out to investigate the hysteretic performance,in which the effects of different width to thickness ratio of steel plate brace,edge reinforcement of panel,reinforcement ratio of panel and the unbonded materials are considered.通过对两组共四块单斜式无粘结内藏钢板支撑剪力墙的拟静力试验研究,考察了内藏钢板支撑的宽厚比、墙板端部加强方式、墙板内纵横向钢筋网的配筋率和无粘结材料的变化对单斜支撑墙板滞回性能的影响。
5)hysteretic behaviors滞回性能
1.The theoretical model proves to be valid by comparing the calculating results and the test results on the experimental components,followed by in-depth study on CFST arches hysteretic behaviors of vertical moment-curvature,longitudinal load-displacement and transverse load-disp.首先对试验构件进行计算,与试验结果吻合较好,然后深入研究钢管混凝土拱肋竖向弯矩-曲率、纵桥向荷载-位移以及横桥向荷载-位移滞回关系,从中看出钢管混凝土拱肋具有良好的延性和吸能性质,并得出拱肋滞回性能的各种影响因素。
6)Plastic hysteresis energy塑性滞回能
1.In this paper, the crack initiation life es-timate equation is deduced by using the fatigue damagecontinuous curve with the basis of experimental data ob-tained from the crack initiation plastic hysteresis energyas a control parameter.以萌生阶段中塑性滞回能作为控制参量,根据实验数据拟合出疲劳损伤的连续曲线,得到裂纹萌生寿命估算公式。
延伸阅读
不锈钢的物理性能、力学性能和耐热性能不锈钢的物理性能 不锈钢和碳钢的物理性能数据对比，碳钢的密度略高于铁素体和马氏体型不锈钢，而略低于奥氏体型不锈钢；电阻率按碳钢、铁素体型、马氏体型和奥氏体型不锈钢排序递增；线膨胀系数大小的排序也类似，奥氏体型不锈钢最高而碳钢最小；碳钢、铁素体型和马氏体型不锈钢有磁性，奥氏体型不锈钢无磁性，但其冷加工硬化生成成氏体相变时将会产生磁性，可用热处理方法来消除这种马氏体组织而恢复其无磁性。 奥氏体型不锈钢与碳钢相比，具有下列特点： 1）高的电阴率，约为碳钢的5倍。 2）大的线膨胀系数，比碳钢大40％，并随着温度的升高，线膨胀系数的数值也相应地提高。 3）低的热导率，约为碳钢的1/3。 不锈钢的力学性 不论不锈钢板还是耐热钢板，奥氏体型的钢板的综合性能最好，既有足够的强度，又有极好的塑性同时硬度也不高，这也是它们被广泛采用的原因之一。奥氏体型不锈钢同绝大多数的其它金属材料相似，其抗拉强度、屈服强度和硬度，随着温度的降低而提高；塑性则随着温度降低而减小。其抗拉强度在温度15~80°C范围内增长是较为均匀的。更重要的是：随着温度的降低，其冲击韧度减少缓慢，并不存在脆性转变温度。所以不锈钢在低温时能保持足够的塑性和韧性。 不锈钢的耐热性能 耐热性能是指高温下，既有抗氧化或耐气体介质腐蚀的性能即热稳定性，同时在高温时双有足够的强度即热强性。 不锈钢国际标准标准 标准 标准名 GB 中华人民共和国国家标准（国家技术监督局） KS 韩国工业标准协会规格Korean Standard AISI 美国钢铁协会规格America Iron and Steel Institute SAE 美国汽车技术者协会规格Society of Automative Engineers ASTM 美国材料试验协会规格American Society for Testing and Material AWS 美国焊接协会规格American Welding Society ASME 美国机械技术者协会规格American Society of Mechanical Engineers BS 英国标准规格British Standard DIN 德国标准规格Deutsch Industria Normen CAS 加拿大标准规格Canadian Standard Associatoin API 美国石油协会规格American Petroleum Association KR 韩国船舶协会规格Korean Resister of Shipping NK 日本省事协会规格Hihon Kanji Koki LR 英国船舶协会规格Llouds Register of Shipping
