scholarly journals Advanced Analysis of Space Steel Frames

10.5772/45808 ◽  
2012 ◽  
Author(s):  
Huu-Tai Thai
Keyword(s):  
Steel Frames ◽  
Advanced Analysis

Optimum design of unbraced steel frames using advanced analysis

2000 ◽  
Author(s):  
C. Chang ◽  
M. Park ◽  
S. Park ◽  
H. Kim ◽  
K. Kim ◽  
...  
Keyword(s):  
Optimum Design ◽  
Steel Frames ◽  
Advanced Analysis

13.18: Advanced analysis of braced steel frames: Modelling accounting for the post-limit behaviour of compressed angle braces

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 3851-3860
Author(s):  
Marian Antoni Giżejowski ◽  
Anna Maria Barszcz
Keyword(s):  
Steel Frames ◽  
Limit Behaviour ◽  
Advanced Analysis

Advanced Analysis of Steel Frames

2018 ◽  
Author(s):  
W.F. Chen
Keyword(s):  
Steel Frames ◽  
Advanced Analysis

scholarly journals Research on Advanced Analysis Method of Semi-Rigid Steel Frames

2015 ◽  
Vol 9 (1) ◽  
pp. 12-16
Author(s):  
Liu Wei ◽  
Shu Ganping ◽  
Chan Siulai
Keyword(s):  
Stiffness Matrix ◽  
Mechanical Performance ◽  
Plastic Hinge ◽  
Geometrical Nonlinearity ◽  
Steel Frames ◽  
Test Results ◽  
Analysis Method ◽  
Validity And Reliability ◽  
Element Stiffness Matrix ◽  
Advanced Analysis

The advanced analysis method used to analyze semi-rigid steel frames is introduced, and the method could take account of many factors influencing structure mechanical performance. These factors include: initial imperfect mode of structure and members, geometrical nonlinearity (P-∆, P-δ effects), material nonlinearity and semi-rigid connections. The Curved Stability Function (CSF) element is built to take account of initial imperfect state, semi-rigid connections and plastic hinge, and derivatives of the second-order element stiffness matrix to extend the spatial element stiffness matrix. The nonlinearity behavior of semi-rigid connections and plastic hinge are simulated by the spring element. Judgment criteria of plastic hinge and spring stiffness values are determined, as well as of the structure failure. The three semirigid steel frames are directly analyzed by the program named NIDA, and the results of NIDA are comparatively analyzed with test results. It is indicated that the results of NIDA are better compared to the test results, verifying validity and reliability of the advanced analysis method used to analyze semi-rigid steel frames.

Advanced Analysis and Design of Steel Frames

2007 ◽  
Author(s):  
Guo-Qiang Li ◽  
Jin-Jun Li
Keyword(s):  
Steel Frames ◽  
Analysis And Design ◽  
Advanced Analysis

An advanced analysis method for three-dimensional steel frames with semi-rigid connections

2014 ◽  
Vol 80 ◽  
pp. 23-32 ◽  
Author(s):  
Phu-Cuong Nguyen ◽  
Seung-Eock Kim
Keyword(s):  
Three Dimensional ◽  
Steel Frames ◽  
Analysis Method ◽  
Advanced Analysis

Advanced Analysis Software for Steel Frames

2019 ◽  
pp. 69-74
Author(s):  
Phu-Cuong Nguyen ◽  
My Ngoc-Tra Lam ◽  
Duc-Duy Pham ◽  
Trong-Nghia Nguyen ◽  
Phong Thanh Nguyen
Keyword(s):  
Steel Frames ◽  
Analysis Software ◽  
Advanced Analysis

Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections

2009 ◽  
Vol 9 (4) ◽  
pp. 381-395 ◽  
Author(s):  
M. Saravanan ◽  
S. Arul Jayachandran ◽  
V. Marimuthu ◽  
P. Prabha
Keyword(s):  
Steel Frames ◽  
Cyclic Behaviour ◽  
Advanced Analysis
Sign in / Sign up

Export Citation Format

Share Document