Experimental study on the seismic performance of concrete filled steel tubular laced columns
활용도 Analysis
논문 Analysis
연구자 Analysis
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Experimental study on the seismic performance of concrete filled steel tubular laced columns' 의 참고문헌
Unifi ed calculation method of compressive mechanical properties of concrete
Seismic resistance of CFT trusses
Rehabilitation and strength sustainability of fatigue damaged concrete-encased steel flexural members using a newly developed polymeric carbonfiber composite
Principles of Reinforced Concrete
Numerical and analytical investigation of collapse loads of laced built-up columns
Nonlinear analysis of circular high strength concrete-filled stainless steel tubular slender beam-columns
Lateral behavior of concrete under uniaxial compressive cyclic loading
Influence of ultra-high strength infill in slender concrete-filled steel tubular columns
GB50010-2010, Code for Design of Concrete Structures
Experimental study of high strength concrete-filled circular tubular columns under eccentric loading
Experimental study and theoretical analysis on the ultimate load carrying capacity of four-tube concrete filled steel tubular lattice columns
Experimental investigation on structural performance of mega column to spandrel beam connections used in high-rise building
Experimental behaviour of thinwalled hollow structural steel (HSS) columns filled with selfconsolidating concrete (SCC)
Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs)
Experimental and analytical investigation of concrete filled steel tubular columns
Effects of concentrical partial (local) compression on the structural behavior of concrete filled steel tubular column
Cyclic local buckling and fracture of concrete filled tubular members
Behaviour and design of square concrete-filled double skin tubular columns with inner circular tubes
Aseismic behavior of concrete columns reinforced with CFRP
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Experimental study on the seismic performance of concrete filled steel tubular laced columns'
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