From preliminary results, it appears that the extended moment end-plate, when properly designed, may be an acceptable alternative to the welded moment-resisting connection.doi:10.1016/B978-008042821-5/50092-4Thomas M. MurrayRonald L. Meng
MOMENT-ROTATION RELATIONSHIP IN FLUSH END-PLATE CONNECTIONS After a quick review of bolted connections in steel structures, flush end-plate type connection is introduced. Two-way connections made up of such kind hav... MR Bahaari,A Hassanirad - 气象学报(英文版) 被引量: 0发表: 2002年 ...
This chapter describes the strength of moment end-plate connections with multiple bolt rows at the beam tension flange. A design method for the multiple row, eight bolts at the tension flange; moment end-plate connection is explained in this chapter. The method uses yield-line theory to ...
Moment End-Plate Connection ... 39 4.2.2 Four-Bolt Extended Stiffened Moment End-Plate Connection ... 41 4.2.3 Multiple Row 1/2 Extended Unstiffened Moment End-Plate Connection ... 43 4.2.4 Multiple Row 1/3 Extended Unstiffened Moment End-Plate Connection ... 45 4.2.5 Mu...
An experimental investigation was conducted to study the behavior of extended end-plate moment connections subjected to cyclic loading. Eleven specimens were tested, representing typical connection configurations used in the metal building manufacturing industry. Four of the beams were shallow (30 in. or...
End-plate connection Bolted connection Beam splice Beam-to-column connection Pretensioned bolts Moment connections 1. Introduction Over the years, end-plate moment connections have become more popular due to ease of fabrication and erection. It became the most widely used connection in the construction...
There are numerous end-plate moment connection configurations. The multiple row extended 1/2 (MRE 112) end-plate moment connection configuration is the focus of this investigation. The MRE 1/2 end-plate moment connection has three rows of bolts at the tension flange, one row located outside ...
Bolted connectionA new exponential model to depict the moment–rotation (M–θ) relationship of Bolted Endplate Connections (BEC) is proposed. The proposed model represents an approach to the prediction of M–θ curves, taking into account the possible failure modes and the deformation ...
1.Moment capacity of semi-rigid composite beam-column joints with flush end plate connections:I. undernegative moment;平端板连接半刚性梁柱组合节点的抗弯承载力Ⅰ:负弯矩作用 2.Bearing capacity calculation of steel-concrete composite beam under the action ofnegative moment;钢—混凝土组合梁在负弯矩下的...
This study focuses on the importance of flush end-plate connections in steel structures and the potential for failure if bolts are damaged, leading to shear, bending, or fatigue failure. To avoid failure, it is critical to predict the connection's moment capacity against anticipated loads and de...