In this paper, a bolted connection for rectangular concrete-filled steel tube column and H-shape steel beams is proposed so that no welding is required at site. Moreover, the flanges of the beam close to the column are widen by welding additional triangular plates to both sides of the flanges so that plastic hinges are guaranteed to be developed away from the welding zone. The seismic performance of the connection detail is investigated by subjecting the test specimens to cyclic loading tests. The feasibility of the proposed beam-column connection is successfully verified by experiments. The story drift ratio can be up to 6 % radian without collapse. The failure mechanism depends on the relative strength of the beam, column and panel zone. ...
This paper proposes a joint system that connects the thin-walled square reinforced concrete–filled s...
Concrete filled steel tubular (CFT) columns can employ the advantages of both materials: steel and c...
Steel buildings with tubular columns showed a satisfactory performance during the Honshu (2011) eart...
In this paper, a bolted connection for rectangular concrete-filled steel tube column and H-shape ste...
In this paper, a new design of bolted connection composed of circular or square concrete-filled stee...
To investigate the failure mode and assess the robustness of steel tubular column-H beam joints unde...
A concrete-filled steel tube (CFST) column has the advantages of high bearing capacity, high stiffne...
This paper presents a new type of joint for connecting steel beams with a concrete-filled double-ski...
The results of an experimental research study involving the testing of four bolted moment-resisting ...
This study developed a 1:2 scale model using T-shape steel with one-side bolts to connect a square s...
This research proposes a connection utilising a new blind bolt called TubeBolt to connect I-beams to...
Connections of I-beam to CHS column in buildings are either simple (fin plate connection, directly w...
Abstract: The mechanical performance of a new proposed type of cross-shaped connection with concrete...
This study is planed to clarify the seismic performance for existing steel structure using rolled-H ...
This study examined the design of joints reinforced by sleeves for connecting circular concrete-fill...
This paper proposes a joint system that connects the thin-walled square reinforced concrete–filled s...
Concrete filled steel tubular (CFT) columns can employ the advantages of both materials: steel and c...
Steel buildings with tubular columns showed a satisfactory performance during the Honshu (2011) eart...
In this paper, a bolted connection for rectangular concrete-filled steel tube column and H-shape ste...
In this paper, a new design of bolted connection composed of circular or square concrete-filled stee...
To investigate the failure mode and assess the robustness of steel tubular column-H beam joints unde...
A concrete-filled steel tube (CFST) column has the advantages of high bearing capacity, high stiffne...
This paper presents a new type of joint for connecting steel beams with a concrete-filled double-ski...
The results of an experimental research study involving the testing of four bolted moment-resisting ...
This study developed a 1:2 scale model using T-shape steel with one-side bolts to connect a square s...
This research proposes a connection utilising a new blind bolt called TubeBolt to connect I-beams to...
Connections of I-beam to CHS column in buildings are either simple (fin plate connection, directly w...
Abstract: The mechanical performance of a new proposed type of cross-shaped connection with concrete...
This study is planed to clarify the seismic performance for existing steel structure using rolled-H ...
This study examined the design of joints reinforced by sleeves for connecting circular concrete-fill...
This paper proposes a joint system that connects the thin-walled square reinforced concrete–filled s...
Concrete filled steel tubular (CFT) columns can employ the advantages of both materials: steel and c...
Steel buildings with tubular columns showed a satisfactory performance during the Honshu (2011) eart...