• Refine Query
  • Source
  • Publication year
  • to
  • Language
  • 1260
  • 723
  • 672
  • 145
  • 136
  • 79
  • 76
  • 47
  • 40
  • 30
  • 28
  • 28
  • 28
  • 28
  • 28
  • Tagged with
  • 3777
  • 2764
  • 823
  • 579
  • 543
  • 520
  • 486
  • 395
  • 373
  • 365
  • 351
  • 346
  • 342
  • 334
  • 317
  • About
  • 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.
261

A comparison of woven fiber composite models to determine coefficients of thermal expansion

Gabertan, Michael Yandoc 05 1900 (has links)
No description available.
262

Strengthening of reinforced concrete bridge deck panels with CFRP plates

Subramanian, Karthik 08 1900 (has links)
No description available.
263

Flexural-torsional buckling of pultruded T-sections

Lee, Seungsik 08 1900 (has links)
No description available.
264

Characterization of fibrillated polypropylene and recycled waste fiber reinforced concrete

Scott, David Edward 08 1900 (has links)
No description available.
265

Creep phenomenon of fiber reinforced plastics

Lee, One-Chul 08 1900 (has links)
No description available.
266

Experimental and numerical characterization of damage in FRP beams

Carlin, Daniel Edward 12 1900 (has links)
No description available.
267

Tests on pultruded square tubes under eccentric axial load

Butz, Travis M. 12 1900 (has links)
No description available.
268

Felix Candela : the structure and form of reinforced concrete shells

Starczewski, Jerzy Andrzej 12 1900 (has links)
No description available.
269

Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structures

Robertson, 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.
270

Novel matrix resins and composites

Chaplin, Adam January 1994 (has links)
No description available.

Page generated in 0.0499 seconds