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April 30, 2003 18:33 Proceedings of OMAE’0322nd International…
www-civ.eng.cam.ac.uk/dsl/ppao2/documents/OMAE2003-37465.pdf22 May 2003: Fi-nally, test solutions obtained for various cable configurations willbe compared to that of time domain and conclusions drawn. ... 6 Copyright c 2003 by ASME. Test Data Units Cable 6 Cable 7. -
Enginuity July 2003
www-civ.eng.cam.ac.uk/dsl/enginuity.pdf10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering! -
E:/Diplomarbeit/Latex/Thesis.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf12 Nov 2003: These systems can host test structures ofalmost unlimited size even when motion exists. ... disadvantage.However, the range of possible dimensions of test articles is almost unlimited. -
T:ISSUESSPRINGER@35_GM�_4�6@35046.DVI
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/92_Granular_Matter_No2_vol4_179_187.pdf8 Dec 2003: Fig. 9. Results of oedometer tests on the uniformly-gradedand well-graded soils. ... 1995)15. BS 1377, Methods of test for soils for civil engineering pur-. -
o bewherebrittleerin an cement.current ity. Shear Analysis of…
www-civ.eng.cam.ac.uk/cjb/papers/p47.pdf16 Oct 2003: 1987; Russo et al. 1991!, but remains empirical. It isbased on tests using steel-reinforced concrete, and thus cannodirectly applied to FRP-reinforced concrete. ... A small number of tests have been carried outestablish equivalent constitutive equations -
D:\Papers\Vibration wrinkled membranes SDM\SDM_Paper_2003.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Vibration_wrinkled_membranes_SDM.pdf14 Feb 2003: Twotypes of vibration tests were carried out: (i) a linearidentification test using slow sine sweep and constantsine excitation, and (ii) a nonlinear identification testusing slow sine sweep excitation. ... A Polytec PSV300scanning laser vibrometer was -
p1aper1003.dvi
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf15 Oct 2003: Its originality lies in two. main points: firstly, we use original test conditions. ... a few tests (e.g. test no1 for dry sugar at ε̇a = 0.16 %/sec). -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/wattabs.html12 Dec 2003: Analyses of the deployment moment, buckling moment and. stiffness are made and then compared to experimental tests. ... measured from experimental tests. A review of damping methods used in deployable structures and their applicability to structures with -
CUED Structures Group Theses - El-Sheikh
www-civ.eng.cam.ac.uk/abstract/aiesabs.htm10 Nov 2003: A series of full-scale tests has been carried out on three double-layer square-on-square space trusses including two non-composite and one composite truss. ... A series of tests was also carried out on CSF nodes and splices in order to develop a -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/leungabst.htm13 Nov 2003: In order to illustrate the accuracy of the present model, a series of compression tests on concrete specimens with either single spiral or interlocking spirals were carried out, and good consistency -
SDM2003_1978.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf28 Feb 2003: To test the manufacturing and deployment procedures,four demonstrator masts were built at various stages inthe development process. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/agyeiabs.htm10 Nov 2003: Expansive cement anchorage system was used to grip the tendons. Using this anchorage system, a tensile test was carried out to determine the efficiency of the system and thus set a -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/hackabs.htm10 Nov 2003: behaviour. Quasi-static and dynamic tests show significant non-linear coupling between piezoelectricity and the applied stress. -
CUED Structures Group Theses - Olonisakan
www-civ.eng.cam.ac.uk/abstract/akinabs.htm10 Nov 2003: The theoretical predictions are validated against the results of laboratory tests on reinforced concrete slab models, with limited lateral restraint stiffnesses, subjected to uniform or simulated uniform transverse loading. -
CUED Structures Group Theses - Iqbal
www-civ.eng.cam.ac.uk/abstract/iqbalabs.htm10 Nov 2003: Tension, bending and torsion tests were performed to obtain the stress-strain and moment-curvature relationships which show almost linear behaviour of the material for large strains except for a small -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/dentonabs.html10 Nov 2003: routine against test results. -
CUED Structures Group Theses - I.F.Brown
www-civ.eng.cam.ac.uk/abstract/ifbabs.htm10 Nov 2003: Using the Kevlar 49-on-aluminium abrasion tests performed here, a general formula has been devised for lifetime, in terms of contact pressure, amplitude of slip and thickness to be abraded. -
CUED Structures Group Theses - Amaniampong
www-civ.eng.cam.ac.uk/abstract/gaabs.htm10 Nov 2003: Predictions of the tensile strengths of parallel-lay ropes were obtained by putting this yarn data into the model and the results compared with rope tests. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/frandsenabs.htm10 Nov 2003: number of expensive physical model tests that are currently required. -
CUED home page - T. Schioler
www-civ.eng.cam.ac.uk/dsl/ts229webpage/Dimples/Dimples.html10 Feb 2003: For these tests, the strip was modelled in ABAQUS. The dimples were induced by applying compressive prestress in the strip at the location of the dimples. -
CUED Structures Group Theses - Kumar
www-civ.eng.cam.ac.uk/abstract/kumarabs.htm10 Nov 2003: Deployment tests are carried out on a 2.3 m cable-driven retractable Rigid-Panel Solar Array. -
Pile instability during earthquake liquefaction
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-bhattacharya.htm5 Nov 2003: The failure mode observed in the tests was similar to those observed in the field in laterally spreading soil. ... Keywords: Pile failure, Buckling instability, Liquefaction, Case histories, Centrifuge tests, Slenderness ratio, Lateral spreading. -
www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf
www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf11 Aug 2003:
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