Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Hee Kiat Cheong"'
Autor:
Calvin M. L. Chan, Hee Kiat Cheong
Publikováno v:
Univer-Cities: Reshaping Strategies to Meet Radical Change, Pandemics and Inequality
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5ddbcae90d45b6f656a8fe8ecb744b5
https://doi.org/10.1142/9789811234255_0002
https://doi.org/10.1142/9789811234255_0002
Autor:
Hee Kiat Cheong
Publikováno v:
Univer-Cities
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cec372e48d1a2a80f671a97e2d449c60
https://doi.org/10.1142/9789813238732_0012
https://doi.org/10.1142/9789813238732_0012
Publikováno v:
Journal of Materials in Civil Engineering. 15:513-523
Laboratory tests were carried out to characterize the properties of municipal fly ash (MFA) samples collected from an incineration plant in Singapore over a period of 12 months. The laboratory test results show that the major elements present in all
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5bf79b0805950df9a9a09edc9aeb6a0f
https://doi.org/10.1061/(asce)0899-1561(2003)15:6(513)
https://doi.org/10.1061/(asce)0899-1561(2003)15:6(513)
Publikováno v:
Key Engineering Materials. :211-216
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6041a0467a380553de73f0e07d36550b
https://doi.org/10.4028/www.scientific.net/kem.233-236.211
https://doi.org/10.4028/www.scientific.net/kem.233-236.211
Publikováno v:
Key Engineering Materials. :217-222
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::545141161f84ff25f1a9c59348f80d96
https://doi.org/10.4028/www.scientific.net/kem.233-236.217
https://doi.org/10.4028/www.scientific.net/kem.233-236.217
Publikováno v:
International Journal of Mechanical Sciences. 44:687-702
Dynamic elastic buckling of simply supported columns subjected to intermediate velocity impact is theoretically studied in this paper. The dynamic buckling equation is set up. Theoretical solution of dynamic responses of columns subjected to a half-s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8e4b6d991b7b2b9448611ad75a76225
https://doi.org/10.1016/s0020-7403(02)00009-7
https://doi.org/10.1016/s0020-7403(02)00009-7
Publikováno v:
International Journal of Solids and Structures. 38:8879-8897
Dynamic buckling and post-buckling properties of simply supported imperfect columns under axial fluid–solid interaction are experimentally and numerically investigated in this study. By observing the elastic–plastic responses of imperfect columns
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4190d7b124c4fbc11cd84614b07a14d4
https://doi.org/10.1016/s0020-7683(01)00064-6
https://doi.org/10.1016/s0020-7683(01)00064-6
Publikováno v:
Journal of Hazardous Materials. 87:213-223
Chemical analysis of spent Co/Mo/gamma Al(2)O(3) catalyst revealed the presence of carbon, molybdenum, sulfur, vanadium and cobalt at levels of 16.0, 10.9, 7.3, 4.6 and 4.0 wt.%, respectively. It was found that calcination at 500 degrees C provides a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6b329da9d28330c462cc18cc643ea462
https://doi.org/10.1016/s0304-3894(01)00279-5
https://doi.org/10.1016/s0304-3894(01)00279-5
Publikováno v:
Journal of Composites for Construction. 5:12-17
The performance of a series of 1.5 m-long reinforced concrete beams with CFRP plates bonded to the soffit is presented. Effects of the plate length, the reinforcing steel ratio, and the thickness of the concrete cover on behavior of the beams are dis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e48cb12198daab86dab7caa8af6e55f8
https://doi.org/10.1061/(asce)1090-0268(2001)5:1(12)
https://doi.org/10.1061/(asce)1090-0268(2001)5:1(12)
Publikováno v:
International Journal of Impact Engineering. 25:147-167
This paper numerically investigates the dynamic buckling of thin imperfect rectangular plates subjected to intermediate-velocity impact loads. From numerical results obtained, a dynamic buckling and a dynamic yielding critical condition are defined,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7746825071945038d079729ac83167bb
https://doi.org/10.1016/s0734-743x(00)00035-x
https://doi.org/10.1016/s0734-743x(00)00035-x