{"id":1930,"date":"2012-06-14T14:44:40","date_gmt":"2012-06-14T14:44:40","guid":{"rendered":"http:\/\/pichak.net\/crop\/2012\/06\/14\/%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%b1%d8%a7%db%8c%da%af%d8%a7%d9%86-%d8%a2%db%8c%db%8c%d9%86-%d9%86%d8%a7%d9%85%d9%87-%da%98%d8%a7%d9%be%d9%86-earthquake-resistant-design-codes-in-japan\/"},"modified":"2022-01-20T16:59:29","modified_gmt":"2022-01-20T13:29:29","slug":"%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%b1%d8%a7%db%8c%da%af%d8%a7%d9%86-%d8%a2%db%8c%db%8c%d9%86-%d9%86%d8%a7%d9%85%d9%87-%da%98%d8%a7%d9%be%d9%86-earthquake-resistant-design-codes-in-japan","status":"publish","type":"post","link":"https:\/\/pichak.net\/crop\/1391\/03\/25\/%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%b1%d8%a7%db%8c%da%af%d8%a7%d9%86-%d8%a2%db%8c%db%8c%d9%86-%d9%86%d8%a7%d9%85%d9%87-%da%98%d8%a7%d9%be%d9%86-earthquake-resistant-design-codes-in-japan\/","title":{"rendered":"\u062f\u0627\u0646\u0644\u0648\u062f \u0631\u0627\u06cc\u06af\u0627\u0646 \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647 \u0698\u0627\u067e\u0646 &#8211; EARTHQUAKE RESISTANT DESIGN CODES IN JAPAN (\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc)"},"content":{"rendered":"<p>\u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632<\/p>\n<p style=\"text-align: center; color: rgb(153, 0, 0);\"><strong>\u062f\u0627\u0646\u0644\u0648\u062f \u0631\u0627\u06cc\u06af\u0627\u0646 \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647 \u0698\u0627\u067e\u0646 &#8211; EARTHQUAKE RESISTANT DESIGN CODES IN JAPAN<\/strong><\/p>\n<div style=\"text-align: center;\">\n<p dir=\"rtl\" class=\"style18\" style=\"text-align: left;\">EARTHQUAKE RESISTANT DESIGN CODES IN JAPAN January, 2000  TABLE OF  1.<br \/>\nKey Concepts for Earthquake Resistant Design of Civil Engineering<br \/>\nStructu res after The 1995 Hyogoken-Nanbu Earthquake  1.1 Lessons from<br \/>\nThe 1995 Hyogoken-nanbu (Kobe) Earthquake 1.2 Earthquake Resistant<br \/>\nDesign 1.3 Technical Subjects for Revision of Earthquake Design Code 1.4<br \/>\n Diagnosis and Reinforcement of Existing Structures 1.5 Future<br \/>\nInnovations of Design Codes and Research Subjects  2. 1996 Seismic<br \/>\nDesign Specifications of Highway Bridges  2.1 Introduction 2.2 Damage<br \/>\nFeatures of Bridges in The Hyogo-ken Nanbu Earthquake 2.3 Basic<br \/>\nPrinciple of Seismic Design 2.4 Design Methods 2.5 Design Seismic Force<br \/>\n\u06f2\u066b\u06f6 Evaluation of Displacement Ductility Factor of A Reinforced Concrete<br \/>\n  Pier 2.7 Evaluation of Displacement Ductility of A Steel Pier 2.8<br \/>\nDynamic Response Analysis 2.9 Menshin Design 2.10 Design of Foundation<br \/>\n\u06f2\u066b\u06f1\u06f1 Design against Soil Liquefaction and Liquefaction-induced Ground<br \/>\nFlow 2.12 Bearing Supports 2.13 Unseating Prevention Systems 2.14<br \/>\nConcluding Remarks  3. Seismic Design for Railway Structures  3.1 Basic<br \/>\nPrinciples of Seismic Design for Railway Structures 3.2 Setting of<br \/>\nDesign Earthquake Motions 3.3 Seismic Performance of Structures 3.4<br \/>\nConcept of Importance Degree of Structure 3.5 Evaluation of  Surface<br \/>\nGround and Calculation of Displacement and Stress of Structure 3.6<br \/>\nSafety (Seismic Performance) Checking of Structures 3.7 Conclusions  4.<br \/>\nEarthquake Resistant Design of Port Facilities  4.1 History of Revision<br \/>\nof Design Codes 4.2 Damage to Port Facilities by Past Earthquakes 4.3<br \/>\nEvaluation of Seismic Performance 4.4 Earthquake Load 4.5 Lateral<br \/>\nEarthpressure and Water Pressure during Earthquake 4.6 Liquefaction<br \/>\nPrediction\/Determination Method 4.7 Seismic Design of high Seismic<br \/>\nResistant Quaywalls 4.8 New Seismic Design of Open Piled Piers  5. Basic<br \/>\n Principles of Seismic Design and Construction for Water Supply Faci<br \/>\nlities  5.1 Basic  Concepts of Anti-Seismic Measures for Water Supply<br \/>\nFacilities 5.2 Basic  Principles for Anti-Seismic Design 5.3 Seismic<br \/>\nMotion  Input  for  Anti-Seismic Design 5.4 Geotechnical  Surveys,<br \/>\nGround Displacement, and Ground Distortion 5.5 Soil Pressure during an<br \/>\nEarthquake 5.6 Hydrodynamic Pressure during an Earthquake and the Water<br \/>\nSloshing 5.7 Safety Check  6. Recommended Practices for Earthquake<br \/>\nResistant Design of Gas Pipelines  6.1 Introduction 6.2 High-Pressure<br \/>\nGas Pipelines 6.3 Medium- and Low-Pressure Gas Pipelines 6.4 Appendix<\/p>\n<p>\u0628\u0631\u0627\u06cc \u062f\u0627\u0646\u0644\u0648\u062f \u0627\u06cc\u0646\u062c\u0627 \u06a9\u0644\u06cc\u06a9 \u06a9\u0646\u06cc\u062f&#8230;<\/p>\n<p>http:\/\/www.mediafire.com\/?m2yc0hmq22w<\/p><\/div>\n<div style=\"text-align: center;\">\n<\/div>\n<p style=\"text-align: center;\">\u0628\u0627\u0632\u06af\u0634\u062a \u0628\u0647 \u0635\u0641\u062d\u0647 \u0627\u0635\u0644\u06cc \u0648\u0628\u0644\u0627\u06af \u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646(\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc)<\/p>\n<\/p>\n<p>\u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646<\/p>\n","protected":false},"excerpt":{"rendered":"<p>\u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632 \u062f\u0627\u0646\u0644\u0648\u062f \u0631\u0627\u06cc\u06af\u0627\u0646 \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647 \u0698\u0627\u067e\u0646 &#8211; EARTHQUAKE RESISTANT DESIGN CODES IN JAPAN EARTHQUAKE RESISTANT DESIGN CODES IN JAPAN January, 2000 TABLE OF 1. Key Concepts for Earthquake Resistant Design of Civil Engineering Structu res after The 1995 Hyogoken-Nanbu Earthquake 1.1 Lessons from The 1995 Hyogoken-nanbu (Kobe) Earthquake 1.2 Earthquake Resistant Design &hellip; <a href=\"https:\/\/pichak.net\/crop\/1391\/03\/25\/%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%b1%d8%a7%db%8c%da%af%d8%a7%d9%86-%d8%a2%db%8c%db%8c%d9%86-%d9%86%d8%a7%d9%85%d9%87-%da%98%d8%a7%d9%be%d9%86-earthquake-resistant-design-codes-in-japan\/\" class=\"more-link\">\u0627\u062f\u0627\u0645\u0647 \u062e\u0648\u0627\u0646\u062f\u0646 <span class=\"screen-reader-text\">\u062f\u0627\u0646\u0644\u0648\u062f \u0631\u0627\u06cc\u06af\u0627\u0646 \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647 \u0698\u0627\u067e\u0646 &#8211; EARTHQUAKE RESISTANT DESIGN CODES IN JAPAN (\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc)<\/span> <span class=\"meta-nav\">&larr;<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[139],"tags":[4159,3693,1476,4160,4158,1017,160,14101,451,907,161,159,2427],"_links":{"self":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/1930"}],"collection":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/comments?post=1930"}],"version-history":[{"count":4,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/1930\/revisions"}],"predecessor-version":[{"id":36258,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/1930\/revisions\/36258"}],"wp:attachment":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/media?parent=1930"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/categories?post=1930"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/tags?post=1930"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}