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The study that comprehensive and systematic analyze the factor of links length, thickness of links flange, distance of links rib, thickness of links rib and angle of brace to be changed affect energy-dissipation capacity of D shape and K shape eccentrically braced steel frames have been some studied before. This paper fills the black in the filed factor of high-span ratio, brace stiffness and brace-to-beam connections to be changed affectenergy-dissipation capacity of D shape and K shape eccentrically braced steel trames and any factor to be changed affect energy-dissipation capacity of Y shape eccentrically braced steel frames.

对耗能梁段的长度、耗能梁段腹板的厚度、耗能梁段翼缘的厚度、耗能梁段加劲肋的间距、耗能梁段加劲肋的厚度、支撑的夹角等因素的改变对D形、K形偏心支撑钢框架耗能的影响,前人已有一些研究,本文对这些因素的影响进行了全面系统的分析,完善了理论分析的不足;而结构高跨比、支撑刚度、支撑与梁的连接形式等因素对D形、K形偏心支撑钢框架破坏机理的研究以及各种因素对Y形偏心支撑钢框架破坏机理的影响,则很少有人涉及,本文对此也进行了深入系统的分析,填补了这一研究空白。

The different varieties of cold rolled strips of carbon steel with the thicknuss of 0.2-2.0mm and the width of 300-950mm can be supplied,The product sare mainly used in the fields as ba-rrel making,home applicance,miscellaneous hardware,autotruck,carriage plate for farm vehicle,light steel keel and base materials of galvanized strip.

现可提供厚度0.15-2.0mm 、宽度300-950mm ;材质为 Q195、08AL 、 Q195L 、 SPCC 、 SPCD;硬度 T2-T4的各种有光泽的或无光泽表面的高精度碳素结构钢冷轧带钢。产品主要用于:制桶、制罐、家电、日用五金、载重汽车和农用车车厢板、轻钢龙骨、镀锌、镀锡、彩涂板基带及深冲用材等。

Type PG-NC NON-Crystallized ring is a new product developed by our corporation Adopting a mordent advanced technology melting the race surface of the ring and then cooling rapidly, makes the race surface of the ring into non-rcystallized metal structure, The property of PG-NC-NON-Crystallized ring is better than that of the ordinary rings.

PC-NC型非晶态钢领是我们公司研制的新一代产品。钢领采用高新技术,用激光融熔急冷改性处理工艺,使钢领工作表面具有非晶态金属结构。

Adopting the model of uniform load and triangular load separately,MRFs of different story numbers and bay numbers are analyzed by static Pushover analytical method,and the global capacity envelopes are obtained.Then,through a method for establishing the inelastic demand spectrum of design intensity and rare intensity based on elastic spectrum of seismic design code for buildings,the structural target displacement of design intensity and rare intensity are estimated by improved capacity spectrum method.The corresponding structural ductility reduction factor,the overstrength factor,the structural influencing coefficient and displacement amplification factor are determined.

分别采用水平均匀分布力和倒三角分布力加载模式对不同层数和跨数的钢框架结构进行了静力推覆分析,并得到了结构的能力曲线,在此基础上,应用改进的能力谱法,以规范反应谱为基础建立设防烈度和罕遇烈度下的弹塑性需求谱,确定出结构在设防烈度和罕遇烈度下的目标位移,进而求解出结构的延性折减系数、超强系数、结构影响系数和位移放大系数等参数;同时,分析了不同加载模式、层数和跨数等对各系数的影响。

The recent advance on this topic is reviewed for the last ten years, including superstructural development of long-span steel bridge, mechanics characterization study of orthotropic deck, material properties and pavement system of steel bridge.

本文综述评价了近10年来该方面的研究进展,内容包括:大跨径钢桥桥面结构演化、正交异性钢桥面力学特性的研究、材料研究和钢桥面铺装体系研究等方面,并对进一步研究提出一些建议。

The carbonizing gear steel is one of the main structural steels for automotive purpose and the high strength gear steels,which the key automobile works are using in our Country are the foreign imported carburizing steels with various brands.

渗碳齿轮钢是汽车用主要结构钢之一,国内主要汽车生产厂家的高强度齿轮钢材料一直使用不同国家多个牌号的渗碳钢。

In order to maximize change in the past vertical building structures, and overthrow the original shape influenced by it, these houses are anticlockly turned by 15 degree, supported and connected with 8 inclined steel columns. A core shaped-hollow construction is built to stand in the middle of this building to accomplish the rotating construction as the final formation. The outer curtain wall is hyperboloid metal net, which helps to form an overall rotation effects and well-protected the privacy of the residents.

为了最大限度的改变以往的垂直建筑结构,推翻在其影响下的建筑形态并满足面积为12*12的要求,我把每层的楼板按逆时针旋转15°并用8根钢柱连接,辅助斜向钢柱加以支撑,配合核心筒最终形成旋转的建筑结构,外表皮为双曲面金属网,能够有形成整体的旋转效果并很好的保护室内居民的隐私。

Through the analysis on the performance of required asphalt mixture and the type of destroy on steel deck pavement,the structure of double layer asphalt mixture pavement on the steel deck plate in china,this paper introduces some new structures,materials and technics about interbeds treatment of steel deck asphalt pavement.

通过对钢桥面沥青铺装层性能要求、混凝土类型选择和铺装层破坏类型的技术分析,针对中国双层沥青混凝土钢桥面铺装体系,介绍了铺装主体上、下层之间以及铺装主体和钢桥面之间的层间处理的新结构、新材料、新工艺。

The finite element method combined with optimization was applied to the structural analysis of the local stability of orthotrupic steel deck plate. The structural analysis of the orthotmpic deck plate was conducted in the equivalent grillage method. The local stability of the orthotiopic deck plate was analyzed with the Japanese bridge specification.

采用有限元法和优化技术相结合的方法同时解决钢桥面板的局部受力问题与局部稳定问题,其中钢桥面板的结构分析采用等效格子梁法,编制了分析程序;钢桥面板的局部稳定计算采用日本规范。

This research job analysised the extending roll pass system the finish roll pass system and the ultimate roll groove. The mathematical models and experience formulations used for roll pass design are corrected according to the basic theory and the practical experience of the engineerings. The thread steel bar CARD was set up with the visual program tool-VisualBasic6.0, based on the method of the structural program design.

本课题通过对螺纹钢延伸孔型系统、精轧孔型系统及成品孔型的构成和设计方法的分析,结合螺纹钢孔型系统的基本设计理论和工程技术人员的实际生产经验,对以往孔型设计过程中所使用的数学模型、经验公式等进行了修正,以结构化程序设计方法为基础,采用可视化编程工具VisualBasic6.0建立了螺纹钢计算机辅助孔型设计系统。

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