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As a result of a world-wide intensive research activity, a new design concept for structural moment resistant joints has been suggested and implemented in design codes.
Eurocode 8 provides additional design rules for seismic resistant joints, contradicting some requirements of Eurocode 3. In addition, in Eurocode 3 the influence of the rib stiffeners on the flexural response of this type of joints is not clearly accounted for.
Finally, the authors believe that the use of inorganic and flux-free metallic alloys provide components with better thermally conductive and radiation resistant joints (required for space applications), and more robust assemblies, when compared with formally state of the art technologies based on adhesive means [10].
As cross training for my tai chi practice, I find that the circling motion of my hips helps me open those big, resistant joints, and mimics some of the art's lower body movements as well.
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In the second part of the investigation, guided by the test results of the as-built joints, two additional "earthquake-resistant" joints were tested.
Despite violating the requirements of joint dimensions set forth in ACI 318-08, thearthquake-resistantant" joints performed considerably better than the "as-built" joints by preventing or delaying joint shear failure; developing higher lateral load, deformation, and energy absorption and dissipation capacities; and displaying stable overall hysteretic response.
According to Unified Facilities Criteria (UFC) 3-340-02, develofment length of diagonal bars for the blast-resistant joints should be more than 20 times of bar diameter over the critical section, which is generally taken at a distance 'd (effective depth)' from the face of the connections(DoD 2008; Bounds 2010).
This paper investigates the behavior of a composite beam to reinforced concrete wall moment-resistant joint configuration.
A testing program was conceived to evaluate the influence of long open slotted holes on the behavior of slip resistant lap joints with tension control bolts because of possible use of such connections in towers for wind turbines.
The resistance of a slip resistant steel joint depends essentially on the preload applied in the bolts and the slip factor developed between the joined plates.
The MHC congenic B10.Q strain, on the other hand, developed significant but mild acute arthritis, whereas another MHC congenic strain – B10.RIII – was also totally resistant to joint destruction.
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CEO of Professional Science Editing for Scientists @ prosciediting.com