Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns
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논문 Analysis
연구자 Analysis
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Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns' 의 참고문헌
Ultra-high Strength Concrete on Eccentrically Loaded Slender Circular Concrete-filled Dual Steel Columns
Tests on concrete filled double-skin (CHS outer and SHS inner) composite short columns under axial compression
Strength and ductility of high strength concrete-filled steel tubular beam-columns
Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire
Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns
Representation of concretefilled steel tube cross-section strength
Performance of concretefilled thin-walled steel tubes under pure torsion
Performance of concretefilled double-skin circular tubes in compression
Nonlinear analysis of short concrete-filled double skin tube columns subjected to axial compressive forces
Nonlinear analysis of circular concrete-filled steel tubular short columns under axial loading
Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending
Influence of ultra-high strength concrete on circular concrete-filled dual steel columns
Finite element modelling of concrete-filled steel stub columns under axial compression
Finite element analysis on the capacity of circular concrete-filled doubleskin steel tubular(CFDST)stub columns
Experimental study of high strength concrete-filled circular tubular columns under eccentric loading
Estudio numerico de la capacidad portante de columnas mixtas con doble tubo rellenas de hormigon
EN 1994-1-1, Eurocode 4: Design of composite steel and concrete structures. Part 1-1: General rules and rules for buildings
EN 1993-1-1, Eurocode 3: Design steel structures. Part 1-1: General rules and rules for buildings
EN 1992-1-1, Eurocode 2: Design of concrete structures. Part 1-1: General rules and rules for buildings
EN 10210-2: Hot finished structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties
EN 10210-1: Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
Double skin composite construction
Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members
Concrete-filled hollow structural steel columns after exposure to ISO-834 fire standard
Column tests of dodecagonal section double skin concrete-filled steel tubes
Circular concrete-filled double skin tubular short columns with external stainless steel tubes under axial compression
Circular and square slender concrete-filled tubular columns under large eccentricities and fire
Building code requirements for structural concrete (ACI 318-11)
Behaviour of concretefilled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns
Behaviour and design of square concrete-filled double skin tubular columns with inner circular tubes
Behaviour and design calculations on very slender thin-walled CFST columns
Analytical behaviour of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading
An analytical model for stress–strain behavior of confined concrete
Advanced model for predicting the fire response of concrete filled tubular columns
ABAQUS/Standard Version 6.14 User's Manual: Volumes I-III
A stress-strain model for uniaxial and confined concrete under compression
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Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns'
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