Experimental tests to investigate the behavior of four-limbed circular concrete-filled steel tube (CFST) latticed beam-columns under constant axial compression and cyclic lateral force were carried out. Attention was paid to the effect of diameter-to-thickness ratio of limb tub
Concrete-filled-steel-tube (CFST) columns have been increasingly adopted in many modern structures d...
Concrete-filled-steel-tube (CFST) columns are widely adopted in many structures nowadays attributed ...
Paper No. 2618Concrete filled steel tubes (CFT) offer numerous advantages for seismic resistant desi...
Experimental tests to investigate the behavior of four-limbed circular concrete-filled steel tube (C...
To evaluate the cyclic performance of composite latticed columns, experiments and numerical modellin...
The seismic behavior of circular concrete-filled steel tube (CFST) columns with inner latticed steel...
This paper studied experimentally the behavior of circular fiber-reinforced polymer (FRP)-steel-conf...
Concrete-filled steel tube columns have been recognized to have many desirable characteristics that ...
peer reviewedThis paper studies experimentally the behaviour of circular FRP-steel-confined columns ...
A concrete filled steel tubes (CFST) column is constructed by filling a hollow structural steel tube...
This paper presents selected experimental results on 18 tests on circular and rectangular concrete-f...
High strength concrete filled tube (HSCFT) columns have been used in several high-rise building proj...
This paper presents a combined experimental and numerical study on the behaviour of both circular an...
[[abstract]]To improve the seismic performances of reinforced concrete (RC) bridge columns and to pr...
This paper studied experimentally the behavior of circular fiber-reinforced polymer (FRP)–steel-conf...
Concrete-filled-steel-tube (CFST) columns have been increasingly adopted in many modern structures d...
Concrete-filled-steel-tube (CFST) columns are widely adopted in many structures nowadays attributed ...
Paper No. 2618Concrete filled steel tubes (CFT) offer numerous advantages for seismic resistant desi...
Experimental tests to investigate the behavior of four-limbed circular concrete-filled steel tube (C...
To evaluate the cyclic performance of composite latticed columns, experiments and numerical modellin...
The seismic behavior of circular concrete-filled steel tube (CFST) columns with inner latticed steel...
This paper studied experimentally the behavior of circular fiber-reinforced polymer (FRP)-steel-conf...
Concrete-filled steel tube columns have been recognized to have many desirable characteristics that ...
peer reviewedThis paper studies experimentally the behaviour of circular FRP-steel-confined columns ...
A concrete filled steel tubes (CFST) column is constructed by filling a hollow structural steel tube...
This paper presents selected experimental results on 18 tests on circular and rectangular concrete-f...
High strength concrete filled tube (HSCFT) columns have been used in several high-rise building proj...
This paper presents a combined experimental and numerical study on the behaviour of both circular an...
[[abstract]]To improve the seismic performances of reinforced concrete (RC) bridge columns and to pr...
This paper studied experimentally the behavior of circular fiber-reinforced polymer (FRP)–steel-conf...
Concrete-filled-steel-tube (CFST) columns have been increasingly adopted in many modern structures d...
Concrete-filled-steel-tube (CFST) columns are widely adopted in many structures nowadays attributed ...
Paper No. 2618Concrete filled steel tubes (CFT) offer numerous advantages for seismic resistant desi...