{"id":1247,"date":"2016-07-31T19:10:32","date_gmt":"2016-07-31T19:10:32","guid":{"rendered":"http:\/\/www.inspirenignite.com\/jntuk\/?p=1247"},"modified":"2016-07-31T19:10:32","modified_gmt":"2016-07-31T19:10:32","slug":"jntuk-b-tech-earthquake-resistant-design-elective-iii-for-r13-batch","status":"publish","type":"post","link":"https:\/\/www.inspirenignite.com\/jntuk\/jntuk-b-tech-earthquake-resistant-design-elective-iii-for-r13-batch\/","title":{"rendered":"JNTUK B. Tech Earthquake Resistant Design (Elective-III) for R13 Batch."},"content":{"rendered":"<p>JNTUK B.Tech Earthquake Resistant Design gives you detail information of Earthquake Resistant Design R13 syllabus It will be help full to understand you complete curriculum of the year.<\/p><div class=\"a9916ad81d5189659b0bfae0b37c143c\" data-index=\"1\" style=\"float: none; margin:10px 0 10px 0; text-align:center;\">\n<ins class=\"adsbygoogle\"\r\n     style=\"display:block; text-align:center;\"\r\n     data-ad-layout=\"in-article\"\r\n     data-ad-format=\"fluid\"\r\n     data-ad-client=\"ca-pub-1181153414625576\"\r\n     data-ad-slot=\"9648548092\"><\/ins>\r\n<script>\r\n     (adsbygoogle = window.adsbygoogle || []).push({});\r\n<\/script>\n<\/div>\n\n<p><strong>Lecture :<\/strong> 3 hrs\/Week : \u2014\u2013 Internal Assessment : Marks<br \/>\n<strong>Tutorial :<\/strong> 1 Hrs \/ Week : \u2014\u2013 Semester End Examination : Marks<br \/>\n<strong>Practical :<\/strong> \u2014 Credits : 3<\/p>\n<p><strong>Course Learning Objectives<\/strong><br \/>\nThe objective of this course is:<\/p>\n<ul>\n<li>Familiarize Students with Engineering Seismology<\/li>\n<li>Equip student with concepts of Structural Dynamics<\/li>\n<li>Understand Concepts of Seismic Design<\/li>\n<li>Familiarize with Design philosophies for Seismic loading<\/li>\n<li>Familiarize students with various IS codal provisions for ductile design and detailing<\/li>\n<\/ul>\n<p><strong>Course Outcomes<\/strong><br \/>\nAt the end of this course the student will be able to<\/p>\n<ul>\n<li>Explain fundamentals of Engineering Seismology<\/li>\n<li>Acquaint with the principles Structural dynamics<\/li>\n<li>Solve SDOF Systems and suggest ductile design<\/li>\n<li>Compute equivalent lateral seismic loads and carryout a seismic design as per IS codal provisions<\/li>\n<\/ul>\n<p><strong>SYLLABUS<\/strong><\/p>\n<p><strong>UNIT-I :<\/strong> Engineering seismology \u2013 rebound theory \u2013 plate tectonics \u2013 seismic waves &#8211; Earthquake size and various scales \u2013 local site effects \u2013 Indian seismicity \u2013 seismic zones of India \u2013 theory of vibrations \u2013 near ground and far ground rotation and their effects.<\/p>\n<p><strong>UNIT-II :<\/strong> Introduction to Structural Dynamics: Fundamental objective of Dynamic analysis \u2013 Types of prescribed loadings \u2013 Formulation of the Equations of Motion\u2013 Elements of a Vibratory system \u2013 Degrees of Freedom &#8211; Oscillatory motion \u2013 Simple Harmonic Motion \u2013 Free Vibrations of Single Degree of Freedom (SDOF) systems \u2013 Undamped and Damped \u2013 Critical damping \u2013 Logarithmic decrement \u2013 Forced vibrations of SDOF systems \u2013 Harmonic excitation \u2013 Dynamic magnification factor.<\/p>\n<p><strong>UNIT-III :<\/strong> Seismic design concepts \u2013 EQ load on simple building \u2013 load path \u2013 floor and roof diaphragms \u2013 seismic resistant building architecture \u2013 plan configuration \u2013 vertical configuration \u2013 pounding effects \u2013 mass and stiffness irregularities \u2013 torsion in structural system- Provision of seismic code (IS 1893 &amp; 13920) \u2013 Building system \u2013 frames \u2013 shear wall \u2013 braced frames \u2013 layout design of Moment Resisting Frames (MRF) \u2013 ductility of MRF \u2013 Infill wall \u2013 Non- structural elements.<\/p>\n<p><strong>UNIT-IV :<\/strong> Calculation of equivalent lateral force- Design Base Shear- Storey Shear, Estimation of Natural period of Structure, Computation of Response acceleration Coefficient- Zone factor- Seismic weight- Response reduction factors- Seismic Coefficient Method.<\/p>\n<p><strong>UNIT-V :<\/strong> Design and ductile detailing of Beams and columns of frames -Concept of strong column weak beams, Ductility criteria for earthquake resistant design, Ductile detailing of flexural members as per IS 13920- Longitudinal reinforcement, Shear reinforcement, Anchorage of reinforcement<br \/>\nDevelopment length, Lap Splices.<\/p>\n<p><strong>UNIT-VI :<\/strong> Seismic Analysis and design of simple 2-storied RC Building frame \u2013 Equivalent static lateral force method and response spectrum method.<\/p>\n<p><strong>TEXT BOOK<\/strong><\/p>\n<ul>\n<li>\u2018Earthquake Resistant Design of Structures\u2019 -Pankaj Agarwal and Manish ShriKhande, Prentice \u2013 Hall of India, 2007, New Delhi.<\/li>\n<li>\u2018Earthquake Resistant Design of Building Structures\u2019 by Vinod Hosur, Wiley India Ltd.<\/li>\n<li>\u2018Reinforced Concrete Design\u2019by A. K. Jain.<\/li>\n<\/ul>\n<p>For more information about all JNTU updates please stay connected to us on FB and don\u2019t hesitate to ask any questions in the comment.<\/p>\n<div class=\"a9916ad81d5189659b0bfae0b37c143c\" data-index=\"2\" style=\"float: none; margin:10px 0 10px 0; text-align:center;\">\n<ins class=\"adsbygoogle\"\r\n     style=\"display:block; text-align:center;\"\r\n     data-ad-layout=\"in-article\"\r\n     data-ad-format=\"fluid\"\r\n     data-ad-client=\"ca-pub-1181153414625576\"\r\n     data-ad-slot=\"8060844699\"><\/ins>\r\n<script>\r\n     (adsbygoogle = window.adsbygoogle || []).push({});\r\n<\/script>\n<\/div>\n\n<div style=\"font-size: 0px; height: 0px; line-height: 0px; margin: 0; padding: 0; clear: both;\"><\/div>","protected":false},"excerpt":{"rendered":"<p>JNTUK B.Tech Earthquake Resistant Design gives you detail information of Earthquake Resistant Design R13 syllabus It will be help full to understand you complete curriculum of the year. Lecture : [&hellip;]<\/p>\n","protected":false},"author":2259,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":""},"categories":[2],"tags":[],"class_list":["post-1247","post","type-post","status-publish","format-standard","hentry","category-syllabus"],"_links":{"self":[{"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/posts\/1247","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/users\/2259"}],"replies":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/comments?post=1247"}],"version-history":[{"count":1,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/posts\/1247\/revisions"}],"predecessor-version":[{"id":1248,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/posts\/1247\/revisions\/1248"}],"wp:attachment":[{"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/media?parent=1247"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/categories?post=1247"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/tags?post=1247"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}