A research proposal to examine the improvement in the seismic behavior of timber structures using fiber reinforced polymers (CFRP).
Written in 2008; 1,564 words; 4 sources; MLA; $ 51.95
Paper Summary:
This paper discusses how increasing the strength and improving the behavior of timber structures during periods of seismic stress is a worldwide concern and how structural collapse is one of the most frequent causes of death during an earthquake. It proposes a study to examines the hypothesis that timber bonded to CFRP will withstand the stresses of horizontal displacement longer than timber alone, or CFRP alone. It also explores new techniques of bonding CFRP to timber in order to produce a structure that can withstand horizontal and frequency displacement by earthquakes. The ultimate goal of the proposed study is to improve design to withstand seismic activity and minimize deaths in earthquake prone regions.
"An earthquake is defined in terms of the degree of horizontal displacement and the frequency of this displacement. Song & associates (2002) used finite element analysis to test failure parameters of various types of reinforced concrete shell structures. They used a layered shell element with a pressure node. The layered shell element used by them can be adapted to simulate the laminated bond of CFRP to the timber substrate. The parameters of this technique will be adapted to reflect the materials being tested. This finite element analysis technique will be subjected to the seismic stress factors discovered in Ciccoti & Associates (2006) in order to determine the amount of seismic strain that the three constructed models can withstand. "
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