| Tài liệu tham khảo |
Loại |
Chi tiết |
| [2] CEN. Eurocode 3: “Design of Steel Structures”. Part 1.8: Design of Joints (Pren 1993-1-8), Stage 49 Draft Edition. 2004 |
Sách, tạp chí |
| Tiêu đề: |
Design of Steel Structures |
|
| [4] Yang JG. “Double Angle Framing Connections Subjected To Shear and Tension”. Ph.D. Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, VA, 1997 |
Sách, tạp chí |
| Tiêu đề: |
Double Angle Framing Connections Subjected To Shear and Tension |
|
| [5] Yang JG, Murray TM, Plaut RH. “Three Dimensional Finite Element Analysis of Double Angle Connections under Tension and Shear”. J.Construct. Steel Res. 2000;54(2):227–244 |
Sách, tạp chí |
| Tiêu đề: |
Three Dimensional Finite Element Analysis of Double Angle Connections under Tension and Shear |
|
| [6] Hong K, Yang JG, Lee SK. “Parametric Study of Double Angle Framing Connections”. J. Construct. Steel Res. 2001;57:997-1013 |
Sách, tạp chí |
| Tiêu đề: |
Parametric Study of Double Angle Framing Connections |
|
| [7] Hong K, Yang JG, Lee SK. “Moment-Rotation Behavior of Double Angle Connections”. Engineering Structures. 2002; 24: 125-132 |
Sách, tạp chí |
| Tiêu đề: |
Moment-Rotation Behavior of Double Angle Connections |
|
| [8] Citipitioglu AM, Haj-Ali RM, White DW. “Refined 3D Finite Element Modeling of Partially-Restrained Connections including Slip”. J. Construct.Steel Res. 2002;58:995–1013 |
Sách, tạp chí |
| Tiêu đề: |
Refined 3D Finite Element Modeling of Partially-Restrained Connections including Slip |
|
| [9] Lin X, Sugimoto H. “Experimetal Study on Inelastic Behavior and Ultimate Strength of Steel Beam-to-Column Connections with Bolts and Angle”. The 13 th World Conference on Earthquake Engineering, Canada, 2004 |
Sách, tạp chí |
| Tiêu đề: |
Experimetal Study on Inelastic Behavior and Ultimate Strength of Steel Beam-to-Column Connections with Bolts and Angle |
|
| [10] Kishi N, Komuro M, Chen WF. “Four-Parameter Power Model for Moment- Rotation Curves of End-Plate Connections”. Connections in Steel Structures V-Amsterdam June 3-4, 2004 |
Sách, tạp chí |
| Tiêu đề: |
Four-Parameter Power Model for Moment-Rotation Curves of End-Plate Connections |
|
| [11] Yang JG, Lee GY. “Analytical Models for the Initial Stiffness and Ultimate Moment of a Double Angle Connection”. Engineering Structures 2007;29:542-551 |
Sách, tạp chí |
| Tiêu đề: |
Analytical Models for the Initial Stiffness and Ultimate Moment of a Double Angle Connection |
|
| [12] Pirmoz A, Mohammadrezapour. “Behavior of Bolted Top-Seat Angle Connections under Combined Axial Tension and Moment Loading”. The 14 th World Conference on Earthquake Engineering, China, 2008 |
Sách, tạp chí |
| Tiêu đề: |
Behavior of Bolted Top-Seat Angle Connections under Combined Axial Tension and Moment Loading |
|
| [14] Chakrabarty J. “Chapter two: Foundation of Plastic” in Theory of Plasticity. 3 rd ed. Texas A & M University, USA, Published by Elsevier Butterworth- Heinemann, 2006 |
Sách, tạp chí |
| Tiêu đề: |
Chapter two: Foundation of Plastic |
|
| [15] Almusallam TH. “Effect of Strain Softening on The Ultimate Strength and Stability of Flexible Frames”. Ph.D. Dissertation, University of Arizona, 1991 |
Sách, tạp chí |
| Tiêu đề: |
Effect of Strain Softening on The Ultimate Strength and Stability of Flexible Frames |
|
| [16] AISC. “Load and Resistance Factor Design Specification”. 2 nd ed. Chicago: AISC; 1994 |
Sách, tạp chí |
| Tiêu đề: |
Load and Resistance Factor Design Specification |
|
| [1] ABAQUS Manual, Version 6.10, Dassault Systemes Simulia Corp., Providence, RI, USA, 2010 |
Khác |
|
| [3] CEN. Eurocode 4: Design of composite steel and structure (Pren 1994 -1-8), Stage 49 Draft Edition. 2004 |
Khác |
|