{"id":21055,"date":"2019-08-06T10:08:15","date_gmt":"2019-08-06T03:08:15","guid":{"rendered":"http:\/\/www.eng.cmu.ac.th\/site\/?p=21055"},"modified":"2019-08-06T10:08:15","modified_gmt":"2019-08-06T03:08:15","slug":"%e0%b8%82%e0%b8%ad%e0%b9%81%e0%b8%aa%e0%b8%94%e0%b8%87%e0%b8%84%e0%b8%a7%e0%b8%b2%e0%b8%a1%e0%b8%a2%e0%b8%b4%e0%b8%99%e0%b8%94%e0%b8%b5%e0%b8%81%e0%b8%b1%e0%b8%9a-%e0%b8%9c%e0%b8%a8-%e0%b8%94-10","status":"publish","type":"post","link":"https:\/\/eng.cmu.ac.th\/?p=21055","title":{"rendered":"\u0e02\u0e2d\u0e41\u0e2a\u0e14\u0e07\u0e04\u0e27\u0e32\u0e21\u0e22\u0e34\u0e19\u0e14\u0e35\u0e01\u0e31\u0e1a \u0e1c\u0e28.\u0e14\u0e23.\u0e1e\u0e38\u0e17\u0e18\u0e23\u0e31\u0e01\u0e29\u0e4c \u0e08\u0e23\u0e31\u0e2a\u0e1e\u0e31\u0e19\u0e18\u0e38\u0e4c\u0e01\u0e38\u0e25 \u0e40\u0e19\u0e37\u0e48\u0e2d\u0e07\u0e43\u0e19\u0e42\u0e2d\u0e01\u0e32\u0e2a\u0e44\u0e14\u0e49\u0e23\u0e31\u0e1a\u0e41\u0e15\u0e48\u0e07\u0e15\u0e31\u0e49\u0e07\u0e43\u0e2b\u0e49\u0e14\u0e33\u0e23\u0e07\u0e15\u0e33\u0e41\u0e2b\u0e19\u0e48\u0e07 \u0e1c\u0e39\u0e49\u0e0a\u0e48\u0e27\u0e22\u0e28\u0e32\u0e2a\u0e15\u0e23\u0e32\u0e08\u0e32\u0e23\u0e22\u0e4c"},"content":{"rendered":"\n\t\t\t\t\u0e04\u0e13\u0e30\u0e27\u0e34\u0e28\u0e27\u0e01\u0e23\u0e23\u0e21\u0e28\u0e32\u0e2a\u0e15\u0e23\u0e4c \u0e21\u0e2b\u0e32\u0e27\u0e34\u0e17\u0e22\u0e32\u0e25\u0e31\u0e22\u0e40\u0e0a\u0e35\u0e22\u0e07\u0e43\u0e2b\u0e21\u0e48 \u0e02\u0e2d\u0e41\u0e2a\u0e14\u0e07\u0e04\u0e27\u0e32\u0e21\u0e22\u0e34\u0e19\u0e14\u0e35\u0e01\u0e31\u0e1a
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\"\"<\/figure>\n\n\n

\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e17\u0e32\u0e07\u0e27\u0e34\u0e0a\u0e32\u0e01\u0e32\u0e23<\/h2>\n\n\n
\n \u0e25\u0e33\u0e14\u0e31\u0e1a<\/strong><\/strong>\n <\/td>\n \u0e1b\u0e23\u0e30\u0e40\u0e20\u0e17\u0e1c\u0e25\u0e07\u0e32\u0e19<\/strong><\/strong>\n <\/td>\n \u0e0a\u0e37\u0e48\u0e2d\u0e1c\u0e25\u0e07\u0e32\u0e19<\/strong><\/strong>\n <\/td><\/tr>
\n 1\n <\/td>\n \u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22\n <\/td>\n \u0e01\u0e32\u0e23\u0e1b\u0e23\u0e30\u0e40\u0e21\u0e34\u0e19\u0e04\u0e38\u0e13\u0e2a\u0e21\u0e1a\u0e31\u0e15\u0e34\u0e17\u0e32\u0e07\u0e1e\u0e25\u0e28\u0e32\u0e2a\u0e15\u0e23\u0e4c\u0e41\u0e25\u0e30\u0e28\u0e36\u0e01\u0e29\u0e32\u0e1e\u0e24\u0e15\u0e34\u0e01\u0e23\u0e23\u0e21\u0e02\u0e2d\u0e07\u0e40\u0e08\u0e14\u0e35\u0e22\u0e4c\u0e1e\u0e23\u0e30\u0e18\u0e32\u0e15\u0e38\u0e14\u0e2d\u0e22\u0e2a\u0e38\u0e40\u0e17\u0e1e\u0e08\u0e32\u0e01\u0e41\u0e23\u0e07\u0e41\u0e1c\u0e48\u0e19\u0e14\u0e34\u0e19\u0e44\u0e2b\u0e27\n \u0e42\u0e14\u0e22\u0e27\u0e34\u0e18\u0e35\u0e44\u0e1f\u0e44\u0e19\u0e15\u0e4c\u0e40\u0e2d\u0e25\u0e34\u0e40\u0e21\u0e19\u0e15\u0e4c\u0e14\u0e49\u0e27\u0e22\u0e41\u0e1a\u0e1a\u0e08\u0e33\u0e25\u0e2d\u0e07\u0e44\u0e1f\u0e40\u0e1a\u0e2d\u0e23\u0e4c\n <\/td><\/tr>
\n 2\n <\/td>\n \u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22\n <\/td>\n Near-fault Ground Displacement for\n Seismic Design of Bridge Structures\n <\/td><\/tr>
\n 3\n <\/td>\n \u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22\n <\/td>\n NONLINEAR STRUT\u2013AND\u2013TIE\n MODEL WITH BOND\u2013SLIP EFFECT FOR ANALYSIS OF RC BEAM\u2013COLUMN JOINTS UNDER LATERAL LOADING\n <\/td><\/tr><\/tbody><\/table>\n\n\n

\u0e40\u0e2d\u0e01\u0e2a\u0e32\u0e23\u0e1b\u0e23\u0e30\u0e01\u0e2d\u0e1a\u0e01\u0e32\u0e23\u0e2a\u0e2d\u0e19<\/h2>\n\n\n
\n \u0e25\u0e33\u0e14\u0e31\u0e1a<\/strong><\/strong>\n <\/td>\n \u0e23\u0e2b\u0e31\u0e2a\u0e27\u0e34\u0e0a\u0e32<\/strong><\/strong>\n <\/td>\n \u0e23\u0e32\u0e22\u0e27\u0e34\u0e0a\u0e32<\/strong><\/strong>\n <\/td>\n \u0e23\u0e30\u0e14\u0e31\u0e1a<\/strong><\/strong>\n <\/td><\/tr>
\n 1\n <\/td>\n 251411\n <\/td>\n TIMBER AND STEEL DESIGN\n <\/td>\n \u0e1b\u0e23\u0e34\u0e0d\u0e0d\u0e32\u0e15\u0e23\u0e35\n <\/td><\/tr><\/tbody><\/table>\n]]>\t\t","protected":false},"excerpt":{"rendered":"

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