Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Keith Kong"'
Publikováno v:
Applied Sciences, Vol 14, Iss 23, p 10983 (2024)
The Jenolan Caves are the most spectacular limestone caves in Australia. Within this cave system, the Grand Arch, which is 24 m high, 55 m wide, and 127 m long, is the largest open cave in the country. A cave of this size could potentially accommodat
Externí odkaz:
https://doaj.org/article/d640fcf652fb4d9eae30e9f98955fe57
Autor:
Peter Marti, Keith Kong
Publikováno v:
Journal of Structural Engineering. 115:494-495
Autor:
G. S. T. Armer
Publikováno v:
Journal of Structural Engineering. 115:493-494
Publikováno v:
Journal of Structural Engineering; February 1989, Vol. 115 Issue: 2 p494-495, 2p
Autor:
Armer, G. S. T., Armer, G. S. T.
Publikováno v:
Journal of Structural Engineering; February 1989, Vol. 115 Issue: 2 p493-494, 2p
Publikováno v:
Future Generation Computer Systems. 21:333-347
A crucial aspect of Peer-to-Peer (P2P) systems is that of providing incentives for users to contribute their resources to the system. Without such incentives, empirical data show that a majority of the participants act as free riders. As a result, a
Autor:
Keith Kong, Dipak Ghosal
Publikováno v:
IEEE/ACM Transactions on Networking. 7:530-544
Server-side congestion arises when a large number of users wish to retrieve files from a server over a short period of time. Under such conditions, users are in a unique position to benefit enormously by sharing retrieved files. Pseudoserving, a new
Autor:
Dipak Ghosal, Keith Kong
Publikováno v:
Computer Networks and ISDN Systems. 29:1053-1064
As demand for bandwidth on the Internet continues to rocket, it becomes increasingly important to expand the existing infrastructure and to fairly allocate scarce network resources to improve user welfare. This paper introduces a paradigm for accessi
Publikováno v:
Applied Sciences (2076-3417); Dec2024, Vol. 14 Issue 23, p10983, 22p
Autor:
Keith Kong, Peter Marti
Publikováno v:
Journal of Structural Engineering. 113:976-993
Methods of predicting the load‐deformation response of orthogonally reinforced concrete slab elements subjected to pure torsional moments in the reinforcement directions are presented. Uncracked, cracked, and ultimate behavior are discussed, treati