{"id":866,"date":"2011-09-27T08:57:53","date_gmt":"2011-09-27T08:57:53","guid":{"rendered":"http:\/\/ciche.ncree.org\/wordpress\/?p=866"},"modified":"2011-09-27T08:57:53","modified_gmt":"2011-09-27T08:57:53","slug":"%e4%b8%ad%e5%9c%8b%e5%9c%9f%e6%9c%a8%e6%b0%b4%e5%88%a9%e5%ad%b8%e5%88%8a%e4%bd%9c%e8%80%85%e7%a8%bf%e4%bb%b6%e6%a0%bc%e5%bc%8f%e7%af%84%e4%be%8b%e5%8f%8a%e6%b3%a8%e6%84%8f%e4%ba%8b%e9%a0%85-%e4%bf%ae","status":"publish","type":"post","link":"https:\/\/www.ciche.org.tw\/wordpress\/?p=866","title":{"rendered":"\u4e2d\u570b\u571f\u6728\u6c34\u5229\u5b78\u520a\u4f5c\u8005\u7a3f\u4ef6\u683c\u5f0f\u7bc4\u4f8b\u53ca\u6ce8\u610f\u4e8b\u9805 (\u4fee\u6b63\u65e5\u671f\uff1a2011\/03\/01)"},"content":{"rendered":"

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\u7a3f\u4ef6\u5b9c\u7c21\u6f54\uff0c\u4e14\u5408\u4e4e\u4e0b\u5217\u683c\u5f0f(\u8acb\u53c3\u8003\u300c\u4e2d\u570b\u571f\u6728\u6c34\u5229\u5de5\u7a0b\u5b78\u6703\u300d\u7db2\u5740http:\/\/ciche.caece.net\/\u4e0a\u4e4b\u6295\u7a3f\u7a3f\u4ef6\u683c\u5f0f\u7bc4\u4f8b)<\/p>\n

1.\u6587 \u5b57<\/strong> \u7a3f\u4ef6\u61c9\u4ee5\u4e2d\u6587\u6216\u82f1\u6587\u64b0\u5beb\uff0c\u4e2d\u6587\u53ca\u82f1\u6587\u6458\u8981\u4e0d\u5f97\u8d85\u904e250\u5b57\u3002\u4e0d\u8af3\u4e2d\u6587\u4e4b\u4f5c\u8005\uff0c\u5176\u6587\u7a3f\u4e4b\u4e2d\u6587\u6458\u8981\u5c07\u7531\u672c\u520a\u4ee3\u70ba\u4e2d\u8b6f\u3002<\/p>\n

2.\u55ae \u4f4d<\/strong> \u6240\u6709\u542b\u56e0\u6b21\u4e4b\u91cf\u9808\u63a1\u7528SI\u55ae\u4f4d\u3002
\n
\n3.\u6253 \u5b57<\/strong> \u4e2d\u6587\u7a3f\u4ef6\u9808\u7528\u767d\u7d19\u4ee5\u6b63\u6977(\u4ee5\u7d30\u660e\u9ad4\/\u65b0\u7d30\u660e\u9ad4\u5b57\u578b\u70ba\u539f\u5247)\u6a6b\u5f0f\u55ae\u6b04\u6253\u5b57\uff0c\u5217\u8207\u5217\u9593\u9808\u6709\u4e00\u5b57\u4e4b\u9593\u9694\uff0c\u7528\u7d19\u5927\u5c0f\u4ee521\u516c\u5206 x 30\u516c\u5206 (A4\u898f\u683c) \u70ba\u6e96\u3002\u82f1\u6587\u7a3f\u4ef6\u4ea6\u5fc5\u9808\u55ae\u6b04\u6253\u5b57(\u4ee5Times New Roman \u5b57\u578b\u70ba\u539f\u5247)\uff0c\u5217\u8ddd\u8207\u7d19\u5f35\u898f\u683c\u540c\u4e2d\u6587\u7a3f\u4ef6\u3002<\/p>\n

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5.\u95dc\u3000\u9375\u3000\u8a5e<\/strong> \u5728\u984c\u76ee\u4e2d\u9808\u9078\u51fa\u4e2d\u6587\u53ca\u82f1\u6587\u4e8c\u81f3\u56db\u500b\u95dc\u9375\u8a5e\uff0c\u4e26\u7f6e\u65bc\u4f5c\u8005\u59d3\u540d\u4e0b\u65b9\u3002<\/p>\n

6.\u7ae0\u7bc0\u53ca\u6a19\u984c<\/strong> \u8ad6\u6587\u4e4b\u7ae0\u7bc0\u6a19\u984c\u9808\u5217\u65bc\u7a3f\u7d19\u4e4b\u4e2d\u592e\u5c0d\u7a31\u4f4d\u7f6e\uff0c\u4e14\u52a0\u7de8\u865f\u3002\u5c0f\u7bc0\u6a19\u984c\u4ea6\u52a0\u7de8\u865f\u4f46\u5fc5\u9808\u5f9e\u6587\u7a3f\u4e4b\u5de6\u7de3\u958b\u59cb\u3002<\/p>\n

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8.\u9577 \u5ea6<\/strong> \u8ad6\u6587\u4e4b\u9577\u5ea6 (\u542b\u5716) \uff0c\u82f1\u6587\u4ee5\u4e0d\u8d85\u904e8,000\u5b57\uff0c\u4e2d\u6587\u4ee5\u4e0d\u8d85\u904e24,000\u5b57\u6216\u5176\u76f8\u7576\u4e4b\u9577\u5ea6\u70ba\u6e96 (\u5b78\u520a10\u9801\uff0cA4\u898f\u683c\u7d0430\u9801)\uff1b\u6280\u8853\u77ed\u6587 (\u542b\u5716)\uff0c\u82f1\u6587\u4ee5\u4e0d\u5f97\u8d85\u904e3,200\u5b57\uff0c\u4e2d\u6587\u4e0d\u5f97\u8d85\u904e9,000\u5b57\u6216\u5176\u76f8\u7576\u4e4b\u9577\u5ea6 (\u5b78\u520a5\u9801\uff0cA4\u898f\u683c\u7d0415\u9801) \u3002<\/p>\n

9.\u63d2 \u5716<\/strong> \u7a3f\u4ef6\u7d93\u901a\u77e5\u63a1\u7528\u5f8c\uff0c\u5982\u6709\u63d2\u5716\u3001\u7167\u7247\uff0c\u4f5c\u8005\u61c9\u8fc5\u901f\u63d0\u4f9b\u767d\u7d19\u4e0a\u58a8\u7e6a\u88fd\u4e4b\u5716\u8868 (\u6216\u5176\u5149\u9762\u7167\u7247) \u9ed1\u767d\u5149\u9762\u7167\u7247\u7b49\u539f\u4ef6\u3002\u6240\u6709\u5716\u8868\u3001\u7167\u7247\u5fc5\u9808\u9644\u6709\u7de8\u865f\u53ca\u6a19\u984c\u6216\u7c21\u77ed\u8aaa\u660e\uff0c\u4e2d\u6587\u7a3f\u5716\u8868\u6a19\u984c\u9808\u70ba\u4e2d\u6587\uff0c\u4e26\u7528\u925b\u7b46\u8a3b\u660e\u4f5c\u8005\u59d3\u540d\uff1b\u4e2d\u6587\u5b57\u578b\u4e00\u5f8b\u4ee5\u7d30\u660e\u9ad4\/\u65b0\u7d30\u660e\u9ad4\u70ba\u539f\u5247(\u82f1\u6587\u5b57\u9ad4\u4ee5Times New Roman\u70ba\u539f\u5247)\uff0c\u5b57\u9ad4\u9808\u5920\u5927\uff0c\u5176\u5927\u5c0f\u4e4b\u6c7a\u5b9a\u539f\u5247\u70ba\u539f\u5716\u7e2e\u5c0f\u6210\u6a6b\u5bec8\u516c\u5206\u6642\uff0c\u5716\u4e2d\u5b57\u9ad4\u7b26\u865f\u9ad82\u6beb\u7c73\u3002\u5716\u8868\u4e4b\u5ea7\u6a19\u8aaa\u660e\u65b9\u5f0f\u9808\u5168\u7bc7\u4e00\u81f4\uff0c\u4e26\u6cbf\u5ea7\u6a19\u65b9\u5411\u6a6b\u5beb\uff0c\u5b57\u6578\u4ee5\u4e0d\u8d85\u904e\u5ea7\u6a19\u8ef8\u9577\u70ba\u6e96\u3002\u5716\u4e2d\u4e4b\u6587\u5b57\uff0c\u8acb\u7d71\u4e00\u5168\u70ba\u4e2d\u6587\u6216\u5168\u70ba\u82f1\u6587\u3002<\/p>\n

10.\u7b26 \u865f<\/strong> \u5167\u6587\u6240\u6709\u7b26\u865f\u9808\u65bc\u7b26\u865f\u7b2c\u4e00\u6b21\u51fa\u73fe\u6642\u52a0\u4ee5\u5b9a\u7fa9\u3002<\/p>\n

11.\u7de8\u5217\u884c\u6578<\/strong> \u7a3f\u4ef6\u6bcf\u9801\u5de6\u908a\u7a7a\u767d\u8655\uff0c\u9808\u4ee5\u6bcf\u9801\u91cd\u65b0\u7de8\u865f\u65b9\u5f0f\u7de8\u5217\u884c\u6578\u3002<\/p>\n

12.\u53c3\u8003\u6587\u737b<\/strong> \u6240\u6709\u53c3\u8003\u6587\u737b\u9808\u6309\u5176\u5728\u6587\u4e2d\u51fa\u73fe\u4e4b\u5148\u5f8c\u96a8\u6587\u8a3b\u865f\u78bc\u65bc\u65b9\u62ec\u5f27([ ])\u5167\uff0c\u4e26\u4f9d\u5e8f\u5b8c\u6574\u5217\u65bc\u6587\u672b\u3002\u6587\u4e2d\u5f15\u7528\u63d0\u53ca\u4f5c\u8005\u6642\u8acb\u7528\u5168\u540d\u3002\u672a\u76f4\u63a5\u5f15\u7528\u4e4b\u6587\u737b\u4e0d\u5f97\u51fa\u73fe\u3002<\/p>\n

\u53c3\u8003\u6587\u737b\u4e4b\u5beb\u6cd5\u9808\u4f9d\u4e0b\u5217\u683c\u5f0f\uff1a
\n(\u4e00) \u671f\u520a<\/strong>
\n1.\u6797\u9298\u5d07\u3001\u738b\u5fd7\u6210\uff0c\u300c\u6cb3\u53e3\u6d77\u5cb8\u5730\u5f62\u8b8a\u5316\u4e4b\u9810\u6e2c\u6a21\u5f0f\u300d\uff0c\u4e2d\u570b\u5de5\u7a0b\u5b78\u520a\uff0c\u7b2c\u516d\u5377\uff0c\u7b2c\u4e09\u671f\uff0c\u7b2c141\u2013151\u9801 (1983) \u3002
\n2.Bazant, Z.P., and Oh, B.H., \u201cStrain-rate effect in rapid triaxial loading of concrete,\u201d Journal of Engineering Mechanics, ASCE, Vol. 108, No. 5, pp. 764\u2013782 (1982).
\n(\u4e8c)\u66f8\u7c4d<\/strong>
\n1.\u5f35\u5fb7\u5468\uff0c\u5951\u7d04\u8207\u898f\u7bc4\uff0c\u6587\u7b19\u66f8\u5c40\uff0c\u81fa\u5317\uff0c\u7b2c177\u2013184\u9801 (1987)\u3002
\n2.Zienkiewicz, O.C., The Finite Element Method, McGraw-Hill, London, pp. 257\u2013295 (1977).
\n(\u4e09) \u8ad6\u6587\u96c6<\/strong>
\n1.\u8521\u76ca\u8d85\u3001\u674e\u6587\u53cb\uff0c\u300c\u92fc\u7b4b\u6df7\u51dd\u571fT\u578b\u6881\u706b\u707d\u5f8c\u5f4e\u77e9\u5f37\u5ea6\u4e4b\u5206\u6790\u8207\u8a55\u4f30\u300d\uff0c\u4e2d\u570b\u571f\u6728\u6c34\u5229\u5de5\u7a0b\u5b78\u670371\u5e74\u5e74\u6703\u8ad6\u6587\u96c6\uff0c\u81fa\u5317\uff0c\u7b2c25\u201330\u9801 (1982)\u3002
\n2.Nasu, M., and Tamura, T., \u201cVibration test of the underground pipe with a comparatively large cross-section,\u201d Proceedings of the Fifth World Conference on Earthquake Engineering, Rome, Italy, pp. 583\u2013592 (1973).
\n(\u56db)\u5b78\u4f4d\u8ad6\u6587<\/strong>
\n1.\u9673\u6c38\u677e\uff0c\u300c\u92fc\u7b4b\u6df7\u51dd\u9328\u5ea7\u92fc\u7b4b\u63e1\u88f9\u6ed1\u79fb\u4e4b\u9810\u6e2c\u300d\uff0c\u78a9\u58eb\u8ad6\u6587\uff0c\u570b\u7acb\u6210\u529f\u5927\u5b78\u5efa\u7bc9\u7814\u7a76\u6240\uff0c\u81fa\u5357 (1982)\u3002
\n2.Lin, C.H., \u201cRational for limits to reinforcement of tied concrete column,\u201d Ph.D. Dissertation, Department of Civil Engineering, University of Texas, Austin, Texas (1984).
\n(\u4e94) \u7814\u7a76\u5831\u544a<\/strong>
\n1.\u5289\u9577\u9f61\u3001\u5289\u4f73\u660e\u3001\u5f90\u4eab\u5d11\uff0c\u300c\u9ad8\u5c4f\u6eaa\u6d41\u57df\u6c34\u8cc7\u6e90\u898f\u5283\u7cfb\u7d71\u5206\u6790\u4e4b\u7814\u7a76\u300d\uff0c\u570b\u7acb\u6210\u529f\u5927\u5b78\u81fa\u5357\u6c34\u5de5\u8a66\u9a57\u6240\u7814\u7a76\u5831\u544a\uff0cNo. 53\uff0c\u81fa\u5357 (1983)\u3002
\n2.Thompson, J.P., \u201cFire resistance of reinforced concrete floors,\u201d PCA Report, Chicago, U.S.A., pp. 1\u201315 (1963).<\/p>\n\n\n\n\n\n\n\n\n\n\n
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