核心筒结构

核心筒结构核心筒结构
  1. 基于分层壳单元的RC核心筒结构有限元分析和工程应用

    Finite element analysis and engineering application of RC core-tube structures based on the multi-layer shell elements

  2. 上海银行大厦SRC框架-核心筒结构设计

    Design of SRC Frame-tube Structure in Shanghai Bank Tower

  3. 为进行钢筋混凝土框架-核心筒结构基于位移的抗震设计,研究并建立了RC框架-核心筒结构的变形解构规则。

    To perform displacement - based seismic design of RC frame-core structures , the deformation decomposition rule of RC frame-core structures is proposed .

  4. 最后运用FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

    Lastly , by using the FORTRAN language , the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure .

  5. 对一60层的框架-核心筒结构通过改变水平伸臂构件、环带构件的设置情况而形成的不同结构方案,采用常用结构设计的三维有限元分析软件ETABS分别对其分析计算;

    Different schemes of a 60-story frame-core wall structure were analyzed with ETABS , which are obtained by changing its horizontal outrigger and belt elements .

  6. 上部结构采用了框架-核心筒结构体系。

    The frame core-tube system is applied in the upper structure .

  7. 框架&核心筒结构中设置加强层问题的探讨

    Study on some problems of the frame-tube structure with strengthened stories

  8. 钢-混凝土组合框架-核心筒结构设计研究

    Design and research on composite steel and concrete frame-core wall structure

  9. 高宝金融大厦型钢混凝土框架-核心筒结构设计

    Design of the Steel-Concrete Composite Frame-Tube Structure in Global Financial Plaza

  10. 静动力分析法及其在高层框架-核心筒结构减震分析中的应用

    Application of static-dynamic analytical method in vibration-absorptive analysis of high-rise frame-corewall structures

  11. 高层建筑短肢剪力墙&核心筒结构合理刚度优化设计研究

    Research on the Optimal Stiffness Design of High-rise Short-leg Shear Wall-Corewall Structure

  12. 带巨柱的钢框架-核心筒结构参数分析

    Analysis on parameter of steel frame-concrete core structures with huge - columns

  13. 对外钢框架&砼核心筒结构的初步探讨

    Preliminary study on steel frame-reinforced concrete perforated core wall structure

  14. 钢-混凝土组合框架-钢筋混凝土核心筒结构抗震性能分析

    Seismic behavior analysis of steel-concrete composite frame-RC core tube structures

  15. 带加强层的框架-核心筒结构抗震设计中的几个问题

    Some Problems in Aseismic Design of Frame-Core Wall Structures with Strengthened Storeys

  16. 框架-核心筒结构基础隔震性能分析与研究

    Framework-the Core Tube Structure Base-isolation Performance Analysis and Research

  17. 外钢框架-混凝土核心筒结构协同受力性能研究

    Study on Cooperative Working Performance of Reinforced Concrete Core Wall-steel Frame Hybrid Structures

  18. 超高层框架&核心筒结构施工技术

    The Construction Technology of the Super High-rise Building with the Frame-core Tube Structure

  19. 带刚性加强层的高层框架&核心筒结构体系的设计研究

    Research on High-Rise Frame-Core Tube Structure with Stiffness-strengthed Story

  20. 钢筋混凝土框架-核心筒结构的变形解构规则

    Deformation Decomposition Rule of RC Frame Core Tube Structures

  21. 高层钢管混凝土框架&核心筒结构地震响应分析

    Seismic Response Analysis of a Tall Concrete Filled Steel Tubular Frame-Core Walls Structure

  22. 框架-核心筒结构中构件截面面积的合理分配

    Reasonable distribution of component section areas in frame-tube structure

  23. 有限刚度加强层对框架&核心筒结构抗震影响的研究

    Research on the Enhance of the Limited Stiffness Belted-outrigger to the Frame-Core Tube Structure

  24. 框架核心筒结构大跨度预应力空心平板楼盖设计

    Structure Design of Prestressed Concrete Hollow-plate Floor with Large Span in Frame-core Wall System

  25. 带偏心支撑钢框架-混凝土核心筒结构抗震性能研究

    Research on the Seismic Performance of Steel Frame-concrete Core Tube Structures with Eccentrical Braces

  26. 某超高层混凝土核心筒结构的振动台模拟试验研究

    Analogue experiment of vibration table for concrete-core-barrel structure

  27. 巨型桁架&核心筒结构施工技术研究与施工过程力学模拟分析

    Research on Construction Technique and Erection Process Mechanical Simulation Analysis for Mega - Truss Concrete Core-wall Structures

  28. 高裂度区框架&核心筒结构设计中轻质墙体的应用与分析

    The Application and Analysis of the light wall in Framework-the core tube structure design of High-intensity areas

  29. 带转换层型钢混凝土框架-核心筒结构模型拟静力试验对抗震设计的启示

    Seismic design concept from a pseudo-static test of steel reinforced concrete frame-core wall structure model with transfer floor

  30. 大底盘框架&核心筒结构筏板荷载传递特征及基础内力试验研究

    Study on upper Load Transfer and Foundation Internal Force of Frame-Core Walls with Large Thick Raft Foundation under High-Rise Building Complex