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To measure the fracture toughness and crack propagation parameters of Q235 steel by fatigue experiment from the point of energy, J integral and the other method are used in measuring.

2从能量的观点出发,通过结构疲劳实验和标准实验,分别用柔度法和J积分测量法测量了Q235钢的断裂韧性值,同时,测量了Q235钢与疲劳裂纹扩展速率相关的两个参数,为基于Q235钢的机械承载结构裂纹的珍断与控制打下了坚实的基础。

Used in a same engineering example,the structure behavior and main features of multistory light gauge steel structure s are discussed in this paper.

介绍了轻钢龙骨体系的主要特点,通过对某工程分别采用轻钢龙骨结构和混凝土结构等其他结构方案的对比分析,表明了该结构体系在我国大多数地区建造是切实可行的,符合现行相关规范的要求

In this paper eighteen examples, which are designed strictly owning to currently Codefor seismic design of buildings of my country, are used to analyze the structure earthquakeresponse under the horizontal seismic load (nabla load distribution pattern) by Push-overanalytical method. The corresponding structural influencing coefficient, the displacementamplification factor, the overstength and ductility factors are analyzed taking into accountthe factors changing, such as level number, span length, span number.

本文严格按我国《建筑抗震设计规范》设计了18个多层钢框架,并以此为例,采用Push-over方法分析了结构在水平荷载作用下的地震反应,得出了多层钢框架的结构影响系数、结构延性和超强系数以及位移放大系数,并讨论了这些系数随着结构层数、跨度及跨数的变化规律。

The main technical systems that SBS has are: door style rigid frame house system, steel frame-core tube residence system, steel frame-steel plate with slots system, rectangle steel pipe-H section steel girder system, interveined joist frame system, wide-spanned board system, steel frame-steel underprop system, surrounding system, separated structure system, suspension system for balcony and plank of air-conditioners, LM board as shear wall system for low buildings, and strong girder-weal column structure system for low buildings.

赛博思拥有的技术体系主要有:门式刚架房屋体系、钢框架-核心筒住宅体系、钢框架-开缝钢板剪力墙体系、方矩管-H型钢梁体系、交错式桁架体系、大跨度楼板体系、钢框架钢支撑体系、围护体系、隔断结构体系、两侧阳台、空调机支架独立悬挂系统、低层住宅LM板兼作剪力墙体系以及低层住宅强梁弱柱结构体系等。

The joint components can be determined directly based on the axile forces and diameters of each bars given by the finite element analysis, and reduplicative checking computations can be avoided by the method.

同时 ,网格结构节点数量众多,节点用钢量占杆件用钢量的 1 /5~ 1 /4,合理设计节点对结构安全度、制作安装、工程进度、用钢量指标以及工程造价都有直接影响。

The vibration response of the viaduct structure by steel spring bearing, the viaduct structure by laminated rubber bearing, the track structure by Colon egg vibration damper, the track structure by steel spring damper and the ballast bed track structure are simulated through vehicle passed. The vibration parameter of the viaduct is optimized and the vibration transfer function characteristic of the ballast bed track structure and the track structure by steel spring damper are compared.

对钢弹簧支座高架桥结构、普通板式橡胶支座高架桥结构、克隆蛋减振器式轨道结构、钢弹簧浮置板减振器式轨道结构和普通碎石道床轨道结构在列车运行作用下的振动响应进行了仿真研究分析,对高架桥结构隔振参数进行了优化,比较了浮置板式和普通碎石道床轨道结构的振动传递特性。

Kimcheon era 150,000 square meters floor area, building a total 122.8 meters high, gold-colored facades-wide curtain walls, building structure framework, steel capacity of 37,000 tons, equivalent to a quarter of the amount of bird's nest of steel Third, structural stability, seismic standards to achieve 8 crack, the form of the building with Chinese characteristics, modeling of gold bullions, Deng-Ke Jinbao meaning.

金泉时代建筑面积15万平米,建筑总高122.8米,外立面采用全金色玻璃幕墙,建筑结构为纯钢框架结构,用钢量为3.7万吨,相当于鸟巢用钢量的四分之三,结构稳固,抗震标准达到8级裂度,整个建筑形态为具有中国特色的金元宝造型,寓意登科进宝。

According to the calculation analysis of one multi storied house project,it compares the key technical parameter and qualification of the concrete structure,rolled H profiled bar frame structure,welding H profiled bar frame structure design result,which shows steel frame structure applied in multi storied house is a structural system to be worth generalization.

通过对一多层住宅建筑工程设计方案的计算分析,比较了混凝土结构、轧制H型钢框架结构、焊接H形钢框架结构设计结果的主要技术参数及指标,表明钢框架结构应用于多层住宅是一种值得推广的结构体系。

This article has studied HG70 steel and HS-70 welding wires weldings,the welded joint,welding quality,and the welding operational performance,in restricts under the welding condition,Uses HS-70 welding wires,Experiments the steel plate the weld joint stretch,degree of hardness and the resilience test result indicated that,HG70 steel and HS-70 welding wires weld joints have the low crack sensitivity,The welding quality is good,Its weld joint has the fine mechanics performance,thus explained they had the fine welding match.

0前言非调质钢具有优良的使用性能和较低的生产成本,受到普遍重视。HG70钢是武钢开发的工程结构用钢,具有强度高、低温韧性好的特点。传统高强度钢一般碳当量较高,焊接性能较差。通过加入微量合金元素、采取新的控轧和调质工艺,使得HG70钢在提高强度的同时,亦保持了较高的韧性和较低的碳当量,因而从理论上讲HG70应具有较好的焊接性能,但HG70钢与HS-70焊丝的匹配情况,还有待于分析验证。

Finally, according to the characteristics of the cast asphalt concrete, modified asphalt SMA, epoxy asphalt concrete and steel fiber reinforced concrete, different pavement forms are made up and analyzed. Pavement form which consists of the cast asphalt concrete at bonding layer and epoxy asphalt at wearing course performs well. Then the rational height of the layers is analyzed and it is compared with the pavement form which use steel fiber reinforced concrete at bonding layer.

最后,根据浇注式沥青混凝土、改性沥青SMA、环氧沥青混凝土以及钢纤维混凝土的特性进行铺装结构形式组合,分析不同铺装结构形式的受力性能,得到下层浇注式沥青混凝土上层环氧沥青混凝土的铺装结构形式是一种良好的铺装方案,同时着重分析其上下层厚度的合理取值,并将其与钢纤维混凝土下面层的铺装结构形式进行比较。

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