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In situ densification as a liquefaction resistance measure for bridge …
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-coelho.html11 Jul 2007: Failure of these structures causes great economic losses, serious impediment to post-earthquake emergency operations and long-lasting disruption of social and economic life. ... Element tests were carried out to evaluate the performance of sand under -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf11 Jul 2007: Thirdly, the program was used to predict the failure mode anderimental tests on concrete slabs. ... 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. -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 Jul 2007: The test program was designed to examine the effectiveness of spirals as lateral reinforcement. ... Fig. 9 shows the shear load test comparison for the cycled and the reference beams. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/09eyre.pdf11 Jul 2007: Two different yield criteria were considered in Ref [16] both of which approximate observed results from tests on standard monolithic specimens. ... section. Using fc in lieu of Neilsen’s use of the compressive test strength (fcu ) the reinforcement -
Loss estimation for reinforced concrete buildings: some problems
www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf11 Jul 2007: 1 INTRODUCTION Experimental studies with reinforced concrete structures demonstrate that to achieve the ductility that you plan to study, the experimental test pieces have to be designed very carefully [1]. ... Microzonation study). Casualty model. Loss Results that match 1 of 2 words
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P:\09-T-N-FL\09242-Chan\Prelims\Prelims
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf6 Feb 2007: Figure 8. Stress-strain response for Koconsolidated undrained direct simple shear tests on Boston Blue Clay (Ladd andEdgers, 1972). ... 1972). Consolidated-undranineddirect simple shear tests on Boston blue clay. Res. ReportR72–82, MIT, Cambridge, Mass. -
ABD Matrix of Single-Ply Triaxial Weave Fabric Composites A.B.H. ...
www-civ.eng.cam.ac.uk/dsl/publications/ABD%20matrix.pdf5 Apr 2007: American Institute of Aeronautics and Astronautics. V. Compression Tests. Compression tests on thin composites are notoriously difficult, as the failure mode of interest is fibremicrobuckling but other test-dependent failure modes ... Instron cross head. -
Modelling of Anisotropic Viscoelastic Behaviour in Super-Pressure…
www-civ.eng.cam.ac.uk/dsl/publications/Anisotropic%20viscoelastic%20behaviour.pdf10 Apr 2007: In the case of a uniaxial test in the machine direction the effective stress reduces to σ̄ef f = σ1.Similarly A22 can be found from uniaxial tests in the transverse direction. ... 1Cathey, H.M. Test flights of the NASA ultra-long duration balloon. -
Viscoelastic Behaviour of Pumpkin Balloons T. Gerngross, Y. Xu ...
www-civ.eng.cam.ac.uk/dsl/publications/viscoelastic%20behaviour%20of%20pumpkin%20balloons.pdf17 Apr 2007: A n m. 1.82 104 1.63 -0.925. 3.2 Shear Test Data Option. ... Another possibility is to use the viscoelastic command in conjunctionwith shear test data, in order to generate a viscoelastic model based onexperimental data from either creep or relaxation -
Implementation and Validation of Schapery-Rand Anisotropic…
www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf18 May 2007: (10). V. Verification Test Cases. V.A. Experimental Validation of Viscoelastic Subroutine. ... The structure was inflated five times to a very small differential pressure before the test series started.Additionally, two tests were carried out
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