Dissertation > Excellent graduate degree dissertation topics show

Study on Seismic Performance of High-Rise Building with a Girder Transfer Story

Author: ChenYong
Tutor: LuoYongKun
School: Southwest Jiaotong University
Course: Structural Engineering
Keywords: high-rise building tube structure girder transfer story seismic performance
CLC: TU973.2
Type: Master's thesis
Year: 2008
Downloads: 273
Quote: 4
Read: Download Dissertation

Abstract


In order to meet the function of structure , we usually set transfer floor in high-rise building which means lateral force-resistance members are discontinuousness and stiffness is inhomogeneous in vertical. Structure appears weak storey under seismic force. It is harmful to anti-seismic. Girder transfer has more advantages than other type of transfer structure, and the girder transfer floor is used widely, and it has a large development space in the future.This thesis introduces the actuality and the development trend of transfer floor structure, then discusses several calculation models of reinforced concrete structure and several analysis methods of seismic response. Calculation model adopts a frame-corewall structure with girder transfer story. We analyse structural seismic response when girder transfer story is set in different floor and analyse the upper and lower stiffness variation of transfer floor. In the end we analyse the transfer girder which under vertical load by finite element method.By using SATWE, we analyse structural seismic response when girder transfer story was set in different floor. By using SAP2000, we contrast the result of response spectrum method with the result of time-history analysis method .By using ABAQUS ,we analyse the mechanical behaviors of transfer girder.While girder transfer story is set in different floor, we compared the period、displacement, shear force and the upper and lower stiffness of transfer floor under seismic force .We conclude that transfer story set higher, structural seismic response more intense, and its seismic performance is more disadvantageous.

Related Dissertations

  1. The Research and Design on the Developments of Shared Space in High-Rise Buildings,TU972.2
  2. Mechanical Property Analysis on Concrete Short Columns with Strengthened Style Hoop,TU375.1
  3. Analysis of Seismic Behaviour of Mega Frame-Tube Structure Based on ANSYS,TU352.11
  4. Shaking Table Test Study on the Seismic Performance of the 1/2 Model of the Energy–saving Block & Invisible Multi-ribbed Frame Structure,TU352.11
  5. Study on Dynamic Characteristic & Seismic Performance of Single-Layer Cylindrical Latticed Shell with Different Supports,TU399
  6. Research of a New Buckling-Restrained Braces (BRB) on Engineering Application,TU352.11
  7. Finite Element Analysis on Reduced Beam Section Connection of Steel Structure in House,TU391
  8. Finite Element Analysis of Seismic Performance of Rc Beams Composite Strengthened with CFRP and Steel Plate,TU352.11
  9. Frame - Simplified hybrid seismic performance Pushover Analysis,TU352.11
  10. Analysis and Verification on Seismic Performance of Masonry Building with Concrete Frame-Shear Wall Structure on First Two Stories,TU352.11
  11. Collapse Mechanism Research on Complacated High-rise Building with Transfer Girder,TU973.3
  12. The Study on Cost Analysis and Control in Green Construction of High-rise Building,F406.72
  13. Anti-Seismic Research on the Technology of Adding Steel Storeys on the Top of Frame-the Core Tube Structure,TU352.11
  14. Design of Steel Reinforced Concrete Trallsverse Beams of a Tall Building,TU398.9
  15. Existing concrete frame structure seismic performance and evaluation,TU352.11
  16. Seismic Analysis and Design of Complex Tall Buildings with Box Transfer Story,TU973.31
  17. The Research of Stairwell Stiffness’s Effects on the Seismic Performance of Reinforced Concrete Frame,TU352.11
  18. Numerical Simulation and Research on Seismic Behavior of High-pile Wharf with Curtain Wall,U656.1
  19. Research on the Connecting Method and Seismic Behavior of Beam-Column Joints in Reinforcement and Reconstruction of Buildings,TU352.11
  20. Research on Aseismatic Behavior of R.C. Frame with Special-Shaped Columns,TU352.11
  21. Research on Seismic Performance of Reinforced Concrete Frames Considering Joint Models,TU375.4

CLC: > Industrial Technology > Building Science > High-rise buildings > Tall Building Structures > Structural Analysis and Calculation
© 2012 www.DissertationTopic.Net  Mobile