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The minor axis connections are bolted to a plate welded to the column flanges (additional plate).
The objective of this review will be to introduce ecological models of microbiota acquisition in the lung, give a short overview on the microbiota in the three most common sampling sites (nose, throat, and lung), and discuss the new hypothesis of a gut-lung axis connections in the early life of CF patients.
We observe that at early times, when T1-induced shear is mainly along the AP axis, connections are typically lost along the PD axis and gained along the AP axis.
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This study develops, by experiment and theoretical analysis, an easy-to-construct beam column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings.
The mechanisms through which the microbiota exerts these effects are not fully understood, but the fact that supernatants from colon biopsies of IBS patients, with increased levels of histamine and proteases, excite human submucosal neurons could indicate a brain gut axis connection (88).
Research on evaluating the seismic performance of exposed column-base plate weak-axis connections of small-size steel structures is substantially limited.
Based on the test results, the hysteretic behaviour of exposed column-base plate strong-axis connections was significantly influenced by the base plate thickness as well as the number and embedment length of anchor bolts.
It was found that although column-base plate strong-axis connections were properly designed in accordance with design guides, the flexural performance of the connections could be unreliable without sufficient bond capacity between concrete and anchor bolts.
Therefore, based on the intensive field investigation, nine specimens were tested to appraise the seismic performance of various column-base plate strong-axis connections of small-size steel structures in this study.
Ten cruciform joint specimens, including five bare steel joint specimens (SJ) and five composite joint specimens (CJ) reinforced with partial shear connection, were tested under reversal of loads to evaluate the effect of composite action on the developed weak-axis connections.
Therefore, in this study, six exposed column-base plate weak-axis connection specimens with L-shaped anchor bolts under cyclic loading were tested.
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