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A splice connection is proposed for connecting tubular fibre reinforced polymer (FRP) members.
To resolve the problem, a new easy-to-fabricate moment connection is proposed for connecting I-beams to box columns.
In this paper an UPQC with two CAMC in back-to-back connection is proposed.
A simple finite element method model of the connection is proposed.
To overcome these problems, a new and efficient connection is proposed which is easy to fabricate and convenient for erection.
A novel ring-beam connection is proposed for steel reinforced concrete (SRC) columns and reinforced concrete (RC) beams, avoiding difficult design and complex construction.
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Finally, a design equation for the proposed connection was proposed.
A sleeve connection was proposed and examined in this paper.
In the present paper, a novel fully-prefabricated beam to column connection was proposed.
To ameliorate the situation, a new and efficient connection was proposed and evaluated by cyclic tests and finite element analysis.
Consequently, revised design formulae considering the effect of curling on bolted connection are proposed in this paper using correlations between strength reduction ratio and plate thickness.
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