Search

22 Jun 2003: Of the seven embedded wall tests, one test was. test using a rough wall. ... consistently, but this test serves to illustrate the detrimental effects of placing poorly.

10 Nov 2003: A few tests were carried out with dents formed under non-zero pressure. ... From comparison of the full-size and small-size tests, the importance of initial cracks was established.

10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Two specific longitudinal splitting modes were experienced in the new tests, which were strongly influenced by the arrangement of the stud connectors

10 Nov 2003: The method is less empirical and the predictions show good agreement with a wide range of test results from various sources. ... The proposed method for predicting the punching shear strength of laterally restrained slabs is shown to give good

10 Nov 2003: Preliminary development work was required to determine a means of pre-tensioning the FRP tendons and to elucidate the parameters to be used in the design of the main experimental test ... In the main test series pre-tensioned concrete beams were cast

10 Nov 2003: The modal parameters are identified through the use of a numerical model verified by modal tests that have been carried out on the actual structure. ... The system has been successfully demonstrated on the test structure in which disturbances are

11 Aug 2003:

13 Nov 2003: The experimental tests demonstrated that reinforced concrete beam-and-slab decks might be capable of carrying additional load beyond this point. ... Post-test NLFE analyses were also carried out using more rigorously defined tension stiffening curves as

13 Oct 2003: Water levels at A and D need to be maintained. as in the 1g test. ... Singh and Gupta (2000) confirm this by. similar tests (falling head rather than constant head).

28 Feb 2003: cylinder test.3. Thus, f C differs from the concrete. strength found in design codes. ... 7. NANNI A., BAKIS C. E. and BOOTHBY T. E. Test methods for.

15 May 2003: This paper is concerned only with closed-ended piles in sand, for which field load test data from 28 pile tests at 12 sites was collated by Chow. ... Test 6C was hammer driven. The tests were conducted with the tip of the pile at a shallow embedment into

22 May 2003: Table 1: Schedule of tests at Takasu Test Site. The load tests were continued until a settlement of D/4=25mm was reached. ... Circular Twelve Pile Group. P12 128.5. 600 (50). Table 2: Results of load tests at Takasu Test Site.

14 Mar 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.

22 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.

3 Mar 2003: 1 Takasu test-site, Kochi Japan. July 2002. Made ground overlying silty sand. ... 3 Takasu test-site, Kochi Japan. July 2002. Made ground overlying silty sand.

30 Aug 2003: A total of four load tests were carried out, of which test nos. ... Table 1. Shinagawa load tests results Test No. 1 No. 3 No.

10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering!

14 Oct 2003: PILE BUCKLING IN A CENTRIFUGE TEST. Dynamic centrifuge tests were carried out at Cambridge Geotechnical Research Group to verify if. ... stiffness. Table 2: Summary of the centrifuge tests. Test ID Pile ID.

16 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

14 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

8 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-.

12 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.

7 Nov 2003: Modal tests are carried out on the mast to establish the variation of modal parameters with prestress levels, input force amplitudes, and gravity orientation. ... The dynamic model is validated against the experimental observations from the modal tests.

13 Nov 2003: Tests on the length and shape accuracy of the mast have also been performed and recorded. ... Collectively, these tests showed some important characteristics of the proposed mast.

10 Nov 2003: A series of tests on reinforced concrete continuous deep beams was performed to aid in the development of such models. ... Present codes of practice (ACI 318-89 and CIRIA Guide 2) for continuous deep beams showed little agreement when compared to test

15 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).

12 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

10 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

28 Feb 2003: To test the manufacturing and deployment procedures,four demonstrator masts were built at various stages inthe development process.

13 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

10 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

10 Nov 2003: behaviour. Quasi-static and dynamic tests show significant non-linear coupling between piezoelectricity and the applied stress.

10 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.

10 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

10 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.

10 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.

10 Nov 2003: routine against test results.

10 Nov 2003: Deployment tests are carried out on a 2.3 m cable-driven retractable Rigid-Panel Solar Array.

10 Nov 2003: number of expensive physical model tests that are currently required.

5 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.

10 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.

8 Apr 2003: A series of 12 centrifuge tests was designed and carried out at the Schofield Centrifuge Centre using the 10m beam centrifuge.

11 Aug 2003: