Proceedings - 2001 Annual Technical Session, and Meeting, Structural Stability Research Council, Ft. Lauderdale, FL, 9-12 May 2001The exact element for advanced analysis of practical steel frames to re-produce the buckling curve of a member in design codes was analyzed. The exact stiffness matrix of an imperfect member under large axial force was derived and incorporated into a second-order analysis computer program for skeletal structures. It was shown that the element is accurate even when the axial force is 4 times of the Euler's buckling load. The results show that it can provide a bench mark solution for other elements and be used in the routine analysis of skeletal frames, when incorporated into an analysis program.Department of Civil...
Stiffness matrix for structural stability analyses on beam columns, frames, and arches.Includes bibl...
Steel is undoubtedly the most common material in construction. Most of the structures in the world a...
This paper deals with elastic stability analysis of the plane frame structures. The main aim is to i...
Conventional linear analysis is deficient in handling the design of slender frames since the effecti...
Computer technique suits state change analysis of plane steel bar systems. Investigations considered...
Detailed procedure for second-order analysis has been coded in the newest Eurocode 3 and the Hong Ko...
The thesis deals with the precision of the stability analysis of the pressed member. The loss of sta...
An isolated member capacity check for beam columns may not correctly reflect the true behavior of a ...
The trends for analysis and design of steel frames are indicated in this dissertation. The current p...
This thesis covers some of the most advanced theories in the computer analysis of skeletal structure...
A method of obtaining exact finite element stiffnesses directly from governing differential equation...
Beam-column is the member subjected to axial compression and bending. Secondary Moment was accounted...
Initial geometric imperfections are unavoidable in steel members and frames due to erection and manu...
In this doctoral thesis, the nonlinear stability analysis of frame structures is presented. Numerica...
The article presents the physical significance of the study of axially loaded steel compression memb...
Stiffness matrix for structural stability analyses on beam columns, frames, and arches.Includes bibl...
Steel is undoubtedly the most common material in construction. Most of the structures in the world a...
This paper deals with elastic stability analysis of the plane frame structures. The main aim is to i...
Conventional linear analysis is deficient in handling the design of slender frames since the effecti...
Computer technique suits state change analysis of plane steel bar systems. Investigations considered...
Detailed procedure for second-order analysis has been coded in the newest Eurocode 3 and the Hong Ko...
The thesis deals with the precision of the stability analysis of the pressed member. The loss of sta...
An isolated member capacity check for beam columns may not correctly reflect the true behavior of a ...
The trends for analysis and design of steel frames are indicated in this dissertation. The current p...
This thesis covers some of the most advanced theories in the computer analysis of skeletal structure...
A method of obtaining exact finite element stiffnesses directly from governing differential equation...
Beam-column is the member subjected to axial compression and bending. Secondary Moment was accounted...
Initial geometric imperfections are unavoidable in steel members and frames due to erection and manu...
In this doctoral thesis, the nonlinear stability analysis of frame structures is presented. Numerica...
The article presents the physical significance of the study of axially loaded steel compression memb...
Stiffness matrix for structural stability analyses on beam columns, frames, and arches.Includes bibl...
Steel is undoubtedly the most common material in construction. Most of the structures in the world a...
This paper deals with elastic stability analysis of the plane frame structures. The main aim is to i...