| Œf�ÚŽGŽ��i˜a�j�F | “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W |
| Vol�F | 11Šª |
| ”N�F |
2002”N
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| •Å�F |
2143-2148•Å
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| ’˜ŽÒ�i˜a�j�F |
‘¾“c�@�ˆê�C�¼›½�@’B–ç�C–ì“c�@–Î
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| ƒ^ƒCƒgƒ‹�i˜a�j�F |
“S“¹Œð’Ê–Ô‚Ì’n�kŽž‹@”\•]‰¿
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| �´˜^�i˜a�j�F |
-
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| ƒL�[ƒ��[ƒh�i˜a�j�F |
“S“¹Œð’Ê–Ô�CƒOƒ‰ƒt—�˜_�Cƒlƒbƒgƒ��[ƒN—�˜_�Cƒgƒ‰ƒtƒBƒbƒN‰ð�Í�C‹@”\•]‰¿�C’n�k–h�Ð
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| Œf�ÚŽGŽ��i‰p�j�F |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| ’˜ŽÒ�i‰p�j�F |
Seiichi Ohta, Tatsuya Matsuzaki, Shigeru Noda
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| ƒ^ƒCƒgƒ‹�i‰p�j�F |
Evaluation of post-earthquake functional performance of railway transportation network
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| �´˜^�i‰p�j�F |
Three approaches, which were originally developed by Nojima, were used to evaluate post-earthquake performance of railway transportation network; 1) graph theory approach, 2) network theory approach, and 3) traffic engineering approach. A case study was conducted for the railway transportation network which suffered severe damage in the 1995 Hyogoken-nanbu earthquake disaster. Numerical results show that a flow-dependent performance evaluation method enables one to find decrease in O-D trips, increase in trip length, increase in travel time, etc.
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| ƒL�[ƒ��[ƒh�i‰p�j�F |
Railway transportation network, Graph theory, Network theory, Traffic analysis, Functional performance evaluation, Earthquake disaster mitigation
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| ‹LŽ–‹æ•ª�F |
-
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| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |