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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