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Concrete Bridge Assessment Using Plastic Collapse Analysis
www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/29 Feb 2000: Values ranged from 0.87 in test A2 to 1.33 in test C2, with the range being between 1.04 and 1.33 for the first 11 tests. ... Hudson tests. Kite tests. Collins tests. Antill tests. Test No. H1. -
Structural Engineering International 4 / 99 Reports 1 Glass ...
www-civ.eng.cam.ac.uk/cjb/papers/p40.pdf20 Mar 2000: Fig. 1: Bonded plates on test beams. 2 Reports Structural Engineering International 4 / 99. ... time.Similarly, the use of GFRP compositesfor complete structures is proving tobe economic when there are access dif-ficulties for building conventionalheavy Results that match 1 of 2 words
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A note on Taylor's interlocking and Terzaghi’s "true…
www-civ.eng.cam.ac.uk/geotech_new/people/ans/GeotechNews.htm6 Jan 2000: Roscoe, Schofield, and Wroth (1958) used test paths to critical states to explain water content changes in drained triaxial tests and pore-pressure changes in undrained tests. ... Coulomb reports tension and shear tests on two square inch cross section -
E:CURRENT_WORKBI-STABLE_SHELLS_SDMPAPER_SDM.DVI
www-civ.eng.cam.ac.uk/dsl/publications/bistable.pdf8 Feb 2000: validated against experimental data from a ten-sion test and a bending test on flat plates. ... b)(a). Figure 6: Tension and bending tests on composite plates. The tension test, Fig. -
E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf27 Mar 2000: At the time of writing, tests havebeen carried out only on a 1 mmthick dish with a skirt 43 mm wide, loaded at 90 from the cuts. ... Thescatter in the displacements measured belowP = 8 N suggests that —despite the use of steelguides— there is still -
University of Cambridge Department of Engineering Vibration of…
www-civ.eng.cam.ac.uk/dsl/publications/KukaMPhil.pdf25 Sep 2000: 5.1 Introduction. 43. 5.2 Experimental Set-up. 45. 5.2.1 Test Specimen. 45. ... 40. 5.1 Membrane test model. 46. 5.2 Schematic diagram of experimental set-up for impulse excitation. -
E:CURRENT_WORKKINEMATIC_BIFURCATIONS_IACMPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/kinematic.pdf28 Mar 2000: To test for the existenceof the i-th path, we consider the finite-amplitude displacementR0 Umβiδ and then iterate,as explained in Section 3.2, to eliminate any strain in the
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