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All connection capacities were far greater than the current Eurocode limit.
Test results indicated that the system is simple to construct and connection capacities can be adequately predicted using strain compatibility and shear friction theories.
However, such thin steel roofing systems continue to fail frequently at their screw fastener connections during high wind events such as storms and cyclones due to inadequate connection capacities.
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Actually, we saw that, in the case of firm resources, we also saw a lot of benefit for the system to be connected, but then the extent to which we could increase the connection capacity, that was providing less value, as opposed to a case when you only have solar, wind, and storage.
An overview of different types of connections between bamboo members and dowel connection capacity is presented.
Where connection failure took place, the derived connection capacity load matches fairly.
In addition, the accuracy of available design provisions for estimating the ultimate connection capacity was assessed.
An equation was developed to predict the ultimate connection capacity under seismic loading.
Evaluation of current CIDECT partial design strength functions (Qu) indicated general conservatism and under-utilization of branch tension-only connection capacity.
The remediation included the removal of the wall face and reconstruction increasing the connection capacity between the segmental concrete units and the reinforcement by a factor of three.
It was shown that: (i) failure always occurs at the steel-to-grout interface; and (ii) the connection capacity increases with the passive confinement.
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CEO of Professional Science Editing for Scientists @ prosciediting.com