Search
Search Funnelback University
31 -
40 of
88
search results for Economics middle test |u:www-civ.eng.cam.ac.uk
where 4
match all words and 84
match some words.
Results that match 2 of 3 words
-
D:CURRENT_WORKTSR HINGEPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf21 Jan 2002: A summary of allthe test results and analytical predictions is given in Table 1. ... The test results for the overall stiffness of thehinge in each component direction can be seen in Figure 7. -
The lower bound theorem of plasticity cannot be used as a basis for…
www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf11 Jul 2007: These relations can be found in and have been verified using published test data in [8]. ... Again, the structure but not the loading is symmetric about the middle support. -
Tape Spring Large Deployable Antenna
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1601-386.pdf11 May 2006: TOP SIDE. Figure 11. Test piece drawing (dimensions in mm). 7 of 12. ... First test-piece (a) hung for display (b) showing connectors at the back. -
162_full
www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf26 Mar 2010: Space does not permit here the comparisons that have been carried out with tests, but these have been done and are reported elsewhere. ... elements. By assuming that the ultimate strain of the confined concrete ( uccε ) is reached at the most confined -
Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf22 Aug 2001: preliminary internal report for the purpose of generating such funds. In this report results from 1 wo centrifuge tests BET- 1 and BET-2 (Boundary Effects Test). ... the moment loading simultaneous iy in a direct shear box test, Stmud (197 1). -
Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf12 Oct 2004: shear stress. In many centrifuge tests, neither apply. Therefore shear stress is evaluated. ... curves/element test data, and is apparently better at smaller (< 0.05%) strains. -
TR305
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf17 Aug 2001: Terzaghi’s analysis of test data considered Mohr’s circles at the end of tests. ... A typical early Imperial College drained test on the wet side of critical states had a duration that ensured that the pore pressure gradient from the middle to the -
Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf17 Aug 2001: Photographs. were taken during the model preparation, before and after each centrifuge test. ... centrifuge test. ACC 1572 however registers some movement of the transducer in the. -
Thesis_VivaCorrections_Rev1_DG
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Garber_D.pdf15 May 2014: integrated models of GSHP systems and to test these models with case studies of existing GSHP. ... incorporating this uncertainty in the design and economic evaluation of full-size (i.e. -
D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: Theexperimental results presented in this reference are avery valuable benchmark against which to test new so-lutions. ... Comparison with Sewall’s Experiment. The third test case was based on one of the tests re-ported in Ref.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.