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This type of bridges is relatively new in the United States and their performance evaluation is deemed difficult.
The results of the dynamic test provide reference data for FE model calibration as well as valuable information about the dynamic behavior of this type of bridges.
Both measured and computed responses identify the substantial contribution of the surrounding soil on the global damping of the system and highlight the importance of the soil structure interaction on the dynamic response of this type of bridges.
In this type of bridges, the deck system is designed as a pure local load-bearing member, and the inverse pre-tensioned deck cable system is set up to form a tension tension mechanical system.
Indeed, the following paper shows that excitation periods produced by traffic loads and natural periods of vibration of this type of bridges are sufficiently distant one another so as to conclude that a quasi-static analysis can be performed.
It is shown that good performance of these type of bridges depend on the displacement response of the pier head so as not to cause unseating of the decks.
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It also reviews methods for analysing the structural health of this type of bridge.
The comparison provides a good basis for future decisions when choosing the type of bridge abutments.
It is shown that the new type of bridge abutment is very cost-effective.
So this type of bridge loan will typically work only if the line of credit has already been established and is available to be drawn upon.
The document reveals that: Removal officers can plan the removal of a person who is living in the community on a certain type of bridging visa.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com