钢结构框架

  • 网络Steel structure frame;steel skeleton
钢结构框架钢结构框架
  1. 本文研究了安装MR阻尼器的高层钢结构框架支撑体系的抗震性能。

    MR damper brace system is proposed in this study and the seismic efficacy is also investigated .

  2. 单层钢结构框架弹塑性稳定分析

    The Elastic-Plastic Stability Analysis of Single Story Frame of Steel Structure

  3. 钢结构框架支撑构件抗侧移效率的探讨

    The discussion of braces for steel structures on efficiency of anti-lateral sway

  4. 多层钢结构框架整体稳定的设计理论

    The design theory for stability of the multi-storey steel framework

  5. 钢结构框架设计中节点域问题的探讨

    Research on the performance of node domain of steel framework

  6. 钢结构框架焊接工艺的实施

    On Welding Technology of Steel Structure Frame at Site

  7. 考虑二阶效应的高层钢结构框架-支撑体系简捷分析

    A Simple Model of Braced Steel Frames in High-rise Building Considering Second Order Effects

  8. 钢结构框架的施工组织管理

    Construction and management of steel structure

  9. 高层钢结构框架的安装,对起重、运输等机械的性能要求高。

    Building of high steel structure has great request for the ability of lift and transit machine .

  10. 塔体结构采用钢结构框架结构,塔体围护板为玻璃钢结构。

    The structure of tower body adopts structural steel frame , its curb plate is fiberglass reinforced plastic structure .

  11. 介绍了在三层钢筋混凝土框架房屋上增建三层钢结构框架的计算和设计构造。

    A steel structure with three floors built on the existed RC structure with three layers are calculated and designed .

  12. 本文主要针对带双腹板角钢的顶底角钢连接的半刚性连接轻型钢结构框架进行分析研究。

    The dissertation focuses on the study of tip and bottom angle steel linking light steel frames with stomach plank angles .

  13. 确定了保留并加固原有外墙,拆除内部原有木结构楼板、梁、柱,并用钢结构框架+BHP组合楼板进行替代的加固改造方案。

    The outer brick walls are reserved , and the timber structure inside is replaced by the steel structure and BHP combined floor .

  14. 高层钢结构框架安装中,由于钢材热胀冷缩强烈,所以天气、温度等条件影响很大。

    Temperature and weather has great influence in steel structure because that the steel has the ability of great deformation when temperature changes .

  15. 在试验检测过程部分,详细论述了钢结构框架的应力测试和设备安全运行检测,并提供了详细的检测数据报告。

    In the experimental procedure section , the test reports are presented detailed for the stress of steel structure members and safety to run .

  16. 在钢结构框架中,梁柱腹板连接同翼缘连接一样普遍,而且设计和施工更为困难,因此对梁柱腹板连接的性能分析具有重要意义。

    Beam-to-column web connections are as widespread as flange connections in the steel frames , and the design and construction of them are more difficult .

  17. 采用冷弯型轻型钢结构框架体系,可在工厂加工成型后到现场组装。

    The frame system , which is made of cold forming sectional and light steel , can be assembled directly in field after processing in the factories .

  18. 其中的钢结构框架具有强度高、延性好,抗震能力好、施工快等许多优点。

    If it is steel structure frames , it has some advantages including high strength , large extension , good anti-seismic capability , rapid construction speed and so on .

  19. 在钢结构框架中,梁柱连接节点是其中一个重要环节,节点设计的成败将直接关系到结构整体性能的发挥。

    Beam to column connection is a important part in steel frame structure , The design of connection has much direct influence on the behavior of whole steel frame .

  20. 加固女儿墙和雨蓬反口板,在填充墙上凿洞埋设铁件,焊接钢结构框架干挂花岗石,取得令人满意的饰面效果。

    Strengthening parapet wall and canopy , embedding steel member , welding steel structure frame and dry combining granite blocks and in this way to be satisfied with the result of finishing surface .

  21. 在美国北岭地震和日本阪神地震中,很多钢结构框架的梁柱栓焊混接节点都发生了不同程度的破坏;

    During the Northridge earthquake in America and the Kobe earthquake in Japan , the form of connections with welded flanges and bolted webs suffered unanticipated brittle fractures in many steel moment-resisting-frame buildings .

  22. 在高层钢结构框架安装中,误差积累非常显著,柱子或其它构件微小的偏移会造成上部很大的变位,甚至产生工程事故。

    During the building course of high steel-frame structure , error accumulation is very notable , small offset of the column or other component will make great offset to upside component , even will bring project accident .

  23. 尤其是钢结构框架具有重量轻、强度高、延性大、抗震性能好、施工速度快、构件截面小、结构净空和跨度大、可改造性强、综合经济指标好等优点。

    Especially steel structure frames with advantages of light deadweight , high strength , large extension , good anti-seismic capability , rapid construction speed , small structural member section , high headroom and long span , easy to reconstruct and well comprehensive economic target .

  24. 某大学体育馆钢结构拱形框架结构设计

    Steel structure design of the arched frame for gymnasium in a university

  25. 钢结构住宅框架半刚性节点分析研究

    Research on Semi-rigid Nodes of Frame in Steel Residence

  26. 高层钢结构巨型框架体系的二阶位移实用计算

    Practical approach for second order displacements of the huge steel frame structures in tall buildings

  27. 基于性能的几种钢结构支撑框架体系应用研究

    Design based on performance of applied research of several kinds braced frame systems in the steel structural building

  28. 针对国内某选煤厂在设备运行过程中整个钢结构主框架产生大幅振动现象,为找出框架振动的原因,先了解框架各构件的动力学特性。

    The main steel frame in a coal preparation plant exist strong vibration when the equipments work , dynamic characteristic of the steel structure should be know to find out the cause of unusual vibration .

  29. 钢结构的框架和门式刚架节点设计中,梁与柱强轴方向的刚性连接节点常采用端板式高强螺栓连接。

    In the connection design of the steel frame and the gabled frame , the high-strength bolt with end plate connection is extensively used at the rigid joint where the beam is connected to the strong axis of the column .

  30. 本文结合工程结构可靠度的计算方法,讨论钢结构平面框架的优化设计。首先,本文介绍结构可靠度的概念和计算方法。

    This thesis is for the purpose of discussing optimization design method for planar steel frames , corresponding to computational methods for the reliability of engineering structures . First , this thesis introduces the concept of structural reliability and calculation methods for reliability of engineering structures .