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Nonlinear time history analysis of a super-tall building with setbacks in elevation
steel reinforced concrete frame core wall super-tall building setback nonlinear time history analysis
2014/4/10
Standing 260m above the ground, the super-tall building employs steel reinforced concrete frame and reinforced concrete core wall system strengthened by a belt truss story to resist lateral and vertic...
Nonlinear Analysis of Reinforced Concrete Frames by a Combined Method
Nonlinear Analysis Combined Method
2010/3/5
A more realistic and hence nonlinear analysis of reinforced concrete structures is becoming increasingly important. A combination of the displacement method, the transfer matrix method, and a cross-se...
Elastic-Plastic Analysis of the Compression Bond of Column Bars in Foundations
Foundation deformed reinforcement anchorage length bond stress slip
2009/10/14
An elastic-plastic analysis of the compression bond of column longitudinal reinforcement in bases is presented. In this analysis, slip failure of the ribbed reinforcing bars due to shear stresses betw...
Non-Linear Seismic Soil-Structure Interaction Analysis Based on the Substructure Method in the Time Domain
Seismic soil-structure interaction substructure formulation finite element method
2009/10/13
This paper presents an idealized 2-dimensional plain strain nite element seismic soil-structure interaction (SSI) analysis based on a substructure method by using original software developed by the a...
The Buckling Analysis of Axially Loaded Columns with Artificial Neural Networks
Burkulma Ag yapisi egitilmesi Yapay sinir aglari Elastik kolonlar
2009/10/13
The Buckling Analysis of Axially Loaded Columns with Artificial Neural Networks。
An Efficient Seismic Analysis Procedure for Torsionally Coupled Multistory Buildings Including Soil-Structure Interaction
Torsionally coupled multistory buildings Soil-structure interaction Frequency domain analysis
2009/10/10
In this paper, a simpli ed methodology of analysis for the seismic response of 3-dimensional irregular high-rise buildings on a rigid footing resting on the surface of a linear elastic half-space is f...
Stress Analysis of a Cracked Finite Strip with Rigid Ends
Finite strip Crack Finite elements MSC.MARC ASTM test methods
2009/10/10
A symmetrical finite strip containing a transverse symmetrical crack at the midplane is considered. Two rigid plates are bonded to the ends of the strip which are subjected to tensile axial loads. The...
An Approximate Torsion Analysis of Closed Moderately Thick-Walled, Thick-Walled, and Solid Cross-Sections
Uniform torsion Approximate analysis Moderately thick-walled sections
2009/9/30
An approximated model and mathematical formulation are presented for the uniform torsion analysis of closed moderately thick-walled, thick-walled, and solid cross-sections. For this purpose, the consi...
Computer-aided limit states analysis of bridge abutments
Bridge abutment foundation limit-state-design soil-structure-interaction
2009/2/20
This paper presents a computer program developed for limit states analysis of abutments. The program can perform both structural and geotechnical analysis of bridge abutments and check their resistanc...
Non-linear analysis of externally prestressed concrete beams
Cable strain external cable unbonded deviator displacement
2009/2/20
In an external prestressing system, there is no strain compatibility between the cable and the concrete at every cross-section, the increment of cable strain must be evaluated by taking into account t...
Seismic analysis of concrete gravity dams by decoupled modal approach in time domain
Concrete gravity dam Pine Flat Dam decoupled modal approach Newmark’s method
2009/2/19
A modal approach is proposed for dynamic analysis of general concrete gravity dam-reservoir systems in time domain. The method is explained initially, and the analysis of Pine Flat Dam is considered a...
On the Use of a Regular Yield Surface for the Analysis of Unreinforced Masonry Walls
Anisotropic behaviour masonry non-linear analysis shear wall yield pattern yield surface
2009/2/19
A complete methodology for the non-linear macroscopic analysis of unreinforced masonry (URM) shear walls under biaxial stress state is presented, using the finite element method. The methodology focus...
Analysis and shape optimization of variable thickness box girder bridges in curved platform
Department of Civil Engineering, University of Gaziantep
2009/2/19
This paper deals with the development of reliable and efficient computational tools to analyze and find optimum shapes of box girder bridges in curved platform in which the strain energy or the weight...
FE Analysis of Complex Discontinuous andJointed Structural Systems（Part 2: Application of the Method – Development of a 3D Modelfor the Analysis ofUnreinforced Masonry Walls）
Discontinuous structures Interface element Masonry Wall Non-linear behaviour
2009/2/19
In this part, a non-linear 3D finite element model for the analysis of unreinforced masonry walls subjected to static and seismic loads is presented, in order to demonstrate the applicability and pote...
FE Analysis of Complex Discontinuous andJointed Structural Systems（Part 1: Presentation of the Method - A State-of-the-Art Review）
Discontinuous structures Seismic analysis Joints Interface element
2009/2/19
This study presents an efficient finite element analysis technique which shows great versatility in analysing complex discontinuous systems subjected to static, dynamic, or seismic loadings. The metho...