- About
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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
Search results
Showing 261 to 270 of 3777 (0.043 seconds)Spelling suggestions: "subject:"reinforced"" "subject:"einforced""
| 261 |
A comparison of woven fiber composite models to determine coefficients of thermal expansionGabertan, Michael Yandoc 05 1900 (has links)
No description available.
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| 262 |
Strengthening of reinforced concrete bridge deck panels with CFRP platesSubramanian, Karthik 08 1900 (has links)
No description available.
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| 263 |
Flexural-torsional buckling of pultruded T-sectionsLee, Seungsik 08 1900 (has links)
No description available.
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| 264 |
Characterization of fibrillated polypropylene and recycled waste fiber reinforced concreteScott, David Edward 08 1900 (has links)
No description available.
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| 265 |
Creep phenomenon of fiber reinforced plasticsLee, One-Chul 08 1900 (has links)
No description available.
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| 266 |
Experimental and numerical characterization of damage in FRP beamsCarlin, Daniel Edward 12 1900 (has links)
No description available.
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| 267 |
Tests on pultruded square tubes under eccentric axial loadButz, Travis M. 12 1900 (has links)
No description available.
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| 268 |
Felix Candela : the structure and form of reinforced concrete shellsStarczewski, Jerzy Andrzej 12 1900 (has links)
No description available.
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| 269 |
Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structuresRobertson, Kathryn Louise January 2005 (has links)
Following the evolution of a damage avoidance design (DAD) frame system, with rocking beam-column joints, at the University of Canterbury, analytical studies are carried out to evaluate the performance of proposed structures, and verify the proposed design methodology. A probabilistic seismic risk assessment methodology is proposed, from which the expected annualised financial loss (EAL) of a structure can be calculated. EAL provides a consistent basis for comparison of DAD frame systems with state-of-practice ductile monolithic construction. Such comparison illustrates the superior performance of DAD frame systems. The proposed probabilistic seismic assessment methodology requires the response of the structure to be evaluated over a range of seismic intensities. This can be achieved by carrying out an incremental dynamic analysis, explicitly considering seismic randomness and uncertainty; or from a pushover analysis, and assuming an appropriate value of the dispersion. By combining this information with the seismic hazard, probabilistic response curves can be derived, which when combined with information about damage states for the particular structure, can be transformed into 'resilience curves'. Integration of information regarding the financial loss occurring due to each of the damage states, results in an estimate of EAL.
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| 270 |
Novel matrix resins and compositesChaplin, Adam January 1994 (has links)
No description available.
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