{"id":7612,"date":"2020-07-09T03:32:02","date_gmt":"2020-07-09T03:32:02","guid":{"rendered":"https:\/\/fec.utm.my\/?page_id=7612"},"modified":"2023-05-07T08:43:49","modified_gmt":"2023-05-07T08:43:49","slug":"research-highlight-structure-strengthening-using-pre-tensioned-steel-angle-confinement","status":"publish","type":"page","link":"https:\/\/research.utm.my\/fec\/research-highlights\/research-highlight-structure-strengthening-using-pre-tensioned-steel-angle-confinement\/","title":{"rendered":"Research Highlight: Structure Strengthening using Pre-Tensioned Steel Angle Confinement"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; admin_label=&#8221;Hero&#8221; _builder_version=&#8221;4.21.0&#8243; custom_margin=&#8221;||0px||false|false&#8221; custom_padding=&#8221;0px||0px||true|false&#8221; hover_enabled=&#8221;0&#8243; global_colors_info=&#8221;{}&#8221; sticky_enabled=&#8221;0&#8243;][et_pb_row _builder_version=&#8221;4.16&#8243; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.16&#8243; custom_padding=&#8221;|||&#8221; global_colors_info=&#8221;{}&#8221; custom_padding__hover=&#8221;|||&#8221;][et_pb_text _builder_version=&#8221;4.21.0&#8243; text_font=&#8221;||||||||&#8221; header_font=&#8221;Rubik|700|||||||&#8221; header_font_size=&#8221;64px&#8221; header_line_height=&#8221;1.1em&#8221; background_layout=&#8221;dark&#8221; custom_margin=&#8221;||0px|&#8221; custom_padding=&#8221;|||0px|false|false&#8221; hover_enabled=&#8221;0&#8243; text_font_size_tablet=&#8221;14px&#8221; text_font_size_last_edited=&#8221;off|desktop&#8221; header_font_size_tablet=&#8221;44px&#8221; header_font_size_phone=&#8221;32px&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; border_color_all=&#8221;#ffb400&#8243; global_colors_info=&#8221;{}&#8221; sticky_enabled=&#8221;0&#8243;]<\/p>\n<h1 style=\"text-align: center\"><span style=\"color: #333300\">Structure Strengthening using Pre-Tensioned Steel Angle Confinement<\/span><\/h1>\n<p>[\/et_pb_text][et_pb_text _builder_version=&#8221;4.21.0&#8243; text_font=&#8221;||||||||&#8221; text_font_size=&#8221;22px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;||||||||&#8221; background_layout=&#8221;dark&#8221; custom_margin=&#8221;|||&#8221; custom_padding=&#8221;0px||0px||true|false&#8221; hover_enabled=&#8221;0&#8243; text_font_size_tablet=&#8221;18px&#8221; text_font_size_phone=&#8221;&#8221; text_font_size_last_edited=&#8221;on|phone&#8221; global_colors_info=&#8221;{}&#8221; sticky_enabled=&#8221;0&#8243;]<\/p>\n<p style=\"text-align: center\"><span style=\"color: #333300\">Researcher : Assoc. Prof. Ts. Ir. Dr. Ma Chau Khun (machaukhun@utm.my)<\/span><\/p>\n<h4><\/h4>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; admin_label=&#8221;Project Details&#8221; _builder_version=&#8221;4.21.0&#8243; custom_padding=&#8221;0px||0px||true|false&#8221; hover_enabled=&#8221;0&#8243; global_colors_info=&#8221;{}&#8221; sticky_enabled=&#8221;0&#8243;][et_pb_row column_structure=&#8221;1_2,1_2&#8243; _builder_version=&#8221;4.16&#8243; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.16&#8243; custom_padding=&#8221;|||&#8221; global_colors_info=&#8221;{}&#8221; custom_padding__hover=&#8221;|||&#8221;][et_pb_text _builder_version=&#8221;4.16&#8243; text_font=&#8221;||||||||&#8221; link_font=&#8221;||||||||&#8221; ul_font=&#8221;||||||||&#8221; ol_font=&#8221;||||||||&#8221; quote_font=&#8221;||||||||&#8221; header_font=&#8221;||||||||&#8221; header_2_font=&#8221;Rubik|700|||||||&#8221; header_2_font_size=&#8221;42px&#8221; header_2_line_height=&#8221;1.2em&#8221; module_alignment=&#8221;center&#8221; custom_margin=&#8221;|||&#8221; custom_padding=&#8221;|||&#8221; header_2_font_size_tablet=&#8221;&#8221; header_2_font_size_phone=&#8221;36px&#8221; header_2_font_size_last_edited=&#8221;on|phone&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<h2>About this Research<\/h2>\n<p>[\/et_pb_text][et_pb_divider color=&#8221;#ffb400&#8243; divider_position=&#8221;center&#8221; divider_weight=&#8221;5px&#8221; _builder_version=&#8221;4.16&#8243; max_width=&#8221;50px&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_divider][et_pb_text _builder_version=&#8221;4.16&#8243; text_font=&#8221;||||||||&#8221; text_font_size=&#8221;15px&#8221; text_line_height=&#8221;1.8em&#8221; custom_padding=&#8221;|||&#8221; custom_padding_tablet=&#8221;|40px||40px||true&#8221; custom_padding_last_edited=&#8221;off|desktop&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p>The strengthening of non-seismic designed structure is vital to be implemented in seismic prone area to ensure the safety of lives and properties. Pre-Tensioned Steel Angle Confinement (PTSAC) is the new techniques to strengthening structure.<\/p>\n<ul><\/ul>\n<p>[\/et_pb_text][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.16&#8243; custom_padding=&#8221;|||&#8221; global_colors_info=&#8221;{}&#8221; custom_padding__hover=&#8221;|||&#8221;][et_pb_image src=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/64\/2019\/10\/Steel-Angle-1.jpg&#8221; title_text=&#8221;Steel Angle 1&#8243; align=&#8221;center&#8221; align_tablet=&#8221;center&#8221; align_phone=&#8221;&#8221; align_last_edited=&#8221;on|desktop&#8221; _builder_version=&#8221;4.16&#8243; custom_margin=&#8221;||47px||false|false&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][et_pb_image src=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/64\/2019\/10\/Steel-Angle-2.jpg&#8221; title_text=&#8221;Steel Angle 2&#8243; align=&#8221;center&#8221; _builder_version=&#8221;4.16&#8243; custom_margin=&#8221;-56px||||false|false&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Structure Strengthening using Pre-Tensioned Steel Angle ConfinementResearcher : Assoc. Prof. Ts. Ir. Dr. Ma Chau Khun (machaukhun@utm.my) About this ResearchThe strengthening of non-seismic designed structure is vital to be implemented in seismic prone area to ensure the safety of lives and properties. Pre-Tensioned Steel Angle Confinement (PTSAC) is the new techniques to strengthening structure.<\/p>\n","protected":false},"author":11312,"featured_media":0,"parent":6358,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-7612","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages\/7612","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/users\/11312"}],"replies":[{"embeddable":true,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/comments?post=7612"}],"version-history":[{"count":4,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages\/7612\/revisions"}],"predecessor-version":[{"id":11373,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages\/7612\/revisions\/11373"}],"up":[{"embeddable":true,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages\/6358"}],"wp:attachment":[{"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/media?parent=7612"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}