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During the 1994 Northridge, CA earthquake weldments in the beam-to-column connection failed, revealing deficiencies in the structural steel design codes. One result of the failures has been a push for improved analysis techniques that give information about the response of a structure to loading ...
The seismic performance of PVC-FRP column‐beam connection was examined. The size and reinforcement of the specimens were as shown in Fig. 33. Failure of the PFCC columns with ring-beam joint encountered a large plastic deformation, Fig. 34. The PFCC‐RBIJs exhibited plump hysteretic loops ...
Thespinner nodeswill often have ared nodein theirfixed rotationalpath. You should break the connection by moving one of therotatable mirrorsuntil it is no longer pointing at thered node, and then re-establish it. This is important in hacks #07, #14 and #15. If you can turn amirro...
Keywords: GFRP–concrete composite beam; push-out tests; shear connection; perforated plate; shear stiffness 1. Introduction Fiber reinforced composite (FRP) is a new type of material with high performance, which is composed of fiber material and matrix material. Glass fiber reinforced polymer (...
The objective of this study is to examine the effect of the poor anchorage length of glass fiber reinforced polymer (GFRP) bars used for longitudinal reinforcement on the flexural and shear performances of beam elements in exterior beam–column connectio
Jones, Rebecca
For the connection, one end of the lead wire is soldered to the PZT patch and the other end is connected to the Bayonet Neill–Concelman (BNC) connector. The data can be easily transmitted to the instrument through the BNC connector. The fabricated piezoelectric sensor is shown in Figure ...
Seismic performance of a novel precast concrete beam-column connection using low-shrinkage engineered cementitious composites. Constr. Build. Mater. 2018, 192, 643–656. [CrossRef] 24. Gou, S.; Ding, R.; Fan, J.; Nie, X.; Zhang, J. Experimental study on seismic performance of precast ...