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However, internal stress distributions that underpin these approaches have not been independently verified, presenting challenges for the generalization of these approaches to full scale connections.
The detailed experimental results of the full-scale connection have been discussed in a different paper.
The validity of the model was verified by the experimental results of nine full-scale connection tests.
To develop improved details for welded unreinforced connections the effects of weld metal, weld access hole geometry, beam web attachment, continuity plates, and panel zone strength on cyclic ductility were investigated using non-linear finite element models and full-scale connection tests.
A series of six full-scale connections were tested under quasi-static cyclic loading.
Results of static tests on full-scale connections for internally braced reinforced concrete frames are discussed.
The specimens were full-scale connections and they were composed of two sets of interior and exterior joints.
The paper presents two test rigs designed at the University of Pisa to perform bending fatigue tests on full scale drill pipe connections used for oil drilling.
The aim of this paper is to present results of testing a full scale reinforced concrete T connection by static loading.
The full scale beam-to-column connections were tested in the Structural and Earthquake Engineering Laboratory of Istanbul Technical University (ITU).
Seismic response of four full scale precast beam column connections subjected to cyclic loading was studied by Xue and Yang (2010) through experiments.
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