{"id":324,"date":"2022-11-24T08:01:18","date_gmt":"2022-11-24T08:01:18","guid":{"rendered":"https:\/\/drqaisarali.com\/?page_id=324"},"modified":"2022-12-13T10:09:58","modified_gmt":"2022-12-13T10:09:58","slug":"research-interests","status":"publish","type":"page","link":"https:\/\/drqaisarali.com\/research-interests\/","title":{"rendered":"Research Interests"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"324\" class=\"elementor elementor-324\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-43fff49 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"43fff49\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-d3d4b1f\" data-id=\"d3d4b1f\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-141dcf8 elementor-widget elementor-widget-heading\" data-id=\"141dcf8\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.16.0 - 09-10-2023 *\/\n.elementor-heading-title{padding:0;margin:0;line-height:1}.elementor-widget-heading .elementor-heading-title[class*=elementor-size-]>a{color:inherit;font-size:inherit;line-height:inherit}.elementor-widget-heading .elementor-heading-title.elementor-size-small{font-size:15px}.elementor-widget-heading .elementor-heading-title.elementor-size-medium{font-size:19px}.elementor-widget-heading .elementor-heading-title.elementor-size-large{font-size:29px}.elementor-widget-heading .elementor-heading-title.elementor-size-xl{font-size:39px}.elementor-widget-heading .elementor-heading-title.elementor-size-xxl{font-size:59px}<\/style><h2 class=\"elementor-heading-title elementor-size-default\">Research Interests<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-cb8da67 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"cb8da67\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.16.0 - 09-10-2023 *\/\n.elementor-widget-text-editor.elementor-drop-cap-view-stacked .elementor-drop-cap{background-color:#69727d;color:#fff}.elementor-widget-text-editor.elementor-drop-cap-view-framed .elementor-drop-cap{color:#69727d;border:3px solid;background-color:transparent}.elementor-widget-text-editor:not(.elementor-drop-cap-view-default) .elementor-drop-cap{margin-top:8px}.elementor-widget-text-editor:not(.elementor-drop-cap-view-default) .elementor-drop-cap-letter{width:1em;height:1em}.elementor-widget-text-editor .elementor-drop-cap{float:left;text-align:center;line-height:1;font-size:50px}.elementor-widget-text-editor .elementor-drop-cap-letter{display:inline-block}<\/style>\t\t\t\t<p>Development of Seismic Risk Maps for Pakistan, Seismic Code Development for Pakistan, Non-linear Experimental and Numerical Studies of Masonry Structures, Repair and Strengthening of Masonry and RC Structures.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1bb3d7a elementor-widget__width-auto left elementor-hidden-desktop elementor-hidden-laptop elementor-widget-tablet__width-auto elementor-widget-mobile__width-initial elementor-view-default elementor-widget elementor-widget-icon\" data-id=\"1bb3d7a\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<i aria-hidden=\"true\" class=\"fas fa-chevron-left\"><\/i>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e2c4500 elementor-widget-tablet__width-initial elementor-widget-mobile__width-initial elementor-widget elementor-widget-eael-adv-tabs\" data-id=\"e2c4500\" data-element_type=\"widget\" data-widget_type=\"eael-adv-tabs.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t        <div id=\"eael-advance-tabs-e2c4500\" class=\"eael-advance-tabs eael-tabs-horizontal eael-tab-auto-active \" data-tabid=\"e2c4500\">\n            <div class=\"eael-tabs-nav\">\n                <ul class=\"\" role=\"tablist\">\n                                            <li id=\"graduate-supervisions-\" class=\"inactive eael-tab-item-trigger\" aria-selected=\"true\" data-tab=\"1\" role=\"tab\" tabindex=\"0\" aria-controls=\"graduate-supervisions--tab\" aria-expanded=\"false\">\n                            \n                            \n                            \n                                                            <span class=\"eael-tab-title  title-after-icon\">Graduate Supervisions <\/span>                                                    <\/li>\n                                            <li id=\"research-work-with-international-collaboration\" class=\"inactive eael-tab-item-trigger\" aria-selected=\"false\" data-tab=\"2\" role=\"tab\" tabindex=\"-1\" aria-controls=\"research-work-with-international-collaboration-tab\" aria-expanded=\"false\">\n                            \n                            \n                            \n                                                            <span class=\"eael-tab-title  title-after-icon\">Research Work With International Collaboration<\/span>                                                    <\/li>\n                                            <li id=\"research-media\" class=\"inactive eael-tab-item-trigger\" aria-selected=\"false\" data-tab=\"3\" role=\"tab\" tabindex=\"-1\" aria-controls=\"research-media-tab\" aria-expanded=\"false\">\n                            \n                            \n                            \n                                                            <span class=\"eael-tab-title  title-after-icon\">Research Media<\/span>                                                    <\/li>\n                                    <\/ul>\n            <\/div>\n            \n            <div class=\"eael-tabs-content\">\n\t\t        \n                    <div id=\"graduate-supervisions--tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"graduate-supervisions--tab\">\n\t\t\t\t                                    \t\t<div data-elementor-type=\"section\" data-elementor-id=\"362\" class=\"elementor elementor-362\" data-elementor-post-type=\"elementor_library\">\n\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c8c25f4 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c8c25f4\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-2faf2a2\" data-id=\"2faf2a2\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c2f6a84 elementor-widget elementor-widget-eael-adv-accordion\" data-id=\"c2f6a84\" data-element_type=\"widget\" data-widget_type=\"eael-adv-accordion.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t        <div class=\"eael-adv-accordion\" id=\"eael-adv-accordion-c2f6a84\" data-accordion-id=\"c2f6a84\" data-accordion-type=\"accordion\" data-toogle-speed=\"300\">\n    <div class=\"eael-accordion-list\">\n                <div id=\"phd-research-supervised\" class=\"elementor-tab-title eael-accordion-header\" tabindex=\"0\" data-tab=\"1\" aria-controls=\"elementor-tab-content-2041\"><i aria-hidden=\"true\" class=\"fa-toggle fas fa-chevron-right\"><\/i><span class=\"eael-accordion-tab-title\">Ph.D. Research Supervised<\/span><span class=\"eael-advanced-accordion-icon-closed\"><i aria-hidden=\"true\" class=\"fa-accordion-icon fas fa-plus\"><\/i><\/span><span class=\"eael-advanced-accordion-icon-opened\"><i aria-hidden=\"true\" class=\"fa-accordion-icon fas fa-minus\"><\/i><\/span><\/div><div id=\"elementor-tab-content-2041\" class=\"eael-accordion-content clearfix\" data-tab=\"1\" aria-labelledby=\"phd-research-supervised\"><p><ul><li>Evaluation of Response Modification Factors for Reinforced Concrete Frame structures in Pakistan. (2016)<\/li><\/ul><\/p><\/div>\n                <\/div><div class=\"eael-accordion-list\">\n                <div id=\"msc-research-supervised\" class=\"elementor-tab-title eael-accordion-header\" tabindex=\"0\" data-tab=\"2\" aria-controls=\"elementor-tab-content-2042\"><i aria-hidden=\"true\" class=\"fa-toggle fas fa-chevron-right\"><\/i><span class=\"eael-accordion-tab-title\">M.Sc. Research Supervised<\/span><span class=\"eael-advanced-accordion-icon-closed\"><i aria-hidden=\"true\" class=\"fa-accordion-icon fas fa-plus\"><\/i><\/span><span class=\"eael-advanced-accordion-icon-opened\"><i aria-hidden=\"true\" class=\"fa-accordion-icon fas fa-minus\"><\/i><\/span><\/div><div id=\"elementor-tab-content-2042\" class=\"eael-accordion-content clearfix\" data-tab=\"2\" aria-labelledby=\"msc-research-supervised\"><p><ul><li>Effects of infill wall modeling on design of reinforced concrete building. (2018)<\/li><li>Comparison of approximate analysis method (portal) with more refined FEA method (SAP2000) for static and dynamic lateral load procedures. (2014)<\/li><li>Strengthening of existing columns using FRP warp. (2014)<\/li><li>Comparison of Russian Structural Codes with IBC (US) Structural codes in terms of safety and economy for Afghanistan. (2014)<\/li><li>Study on seismic performance assessment of Tarbela dam using state of the art finite element techniques. (2013)<\/li><li>\u00a0Comparison of BCP, SP-2007 with IBC 2009 and NBC of India 2005, with regard to the resulting safety and economy from the design of a reinforced concrete building. (2013)<\/li><li>To check the suitability of Coarse Aggregate Sources Available in District Nowshera for use in Ordinary Structural Concrete. (2012)<\/li><li>Study on evaluation the adhesive properties of various epoxies used for reinforcement anchoring and crack injection. (2012)<\/li><li>Engineering Assessment of Coarse Aggregates used in Peshawar. (2012)<\/li><li>Performance Evaluation of Dhajji Construction under Dynamic Loading. (2010)<\/li><li>Non-Liner static (Pushover) analysis timber frame construction (Dhajji) with masonry infill. (2010)<\/li><li>Non-Linear shear Damage Index studies of brick masonry using finite element modeling techniques. (2006)<\/li><li>Development of non-linear shear strength constitutive material. (2006)<\/li><li>To study the compressive strength and modulus of electricity of brick masonry. (2006)<\/li><li>Study on shear modulus of un-reinforced brick masonry system. (2006)<\/li><\/ul><\/p><\/div>\n                <\/div><\/div>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t                            <\/div>\n\t\t        \n                    <div id=\"research-work-with-international-collaboration-tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"research-work-with-international-collaboration-tab\">\n\t\t\t\t                                    \t\t<div data-elementor-type=\"section\" data-elementor-id=\"383\" class=\"elementor elementor-383\" data-elementor-post-type=\"elementor_library\">\n\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a8a4c9d elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"a8a4c9d\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-a56ff1c\" data-id=\"a56ff1c\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-74da74e elementor-widget elementor-widget-heading\" data-id=\"74da74e\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">TA-8910 NEP: Earthquake Emergency Assistance Project<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1a1c5e0 p-before elementor-widget elementor-widget-text-editor\" data-id=\"1a1c5e0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul><li>Funded by Asian Development Bank (ADB) Nepal through with the generous support by the Government of the People\u2019s Republic of China.<\/li><li><strong>Project goals:<\/strong><br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> Seismic performance assessment of schools type designs in remote areas of Nepal<br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong>To test scaled-models of one-room buildings representing the Type Designs to simulated earthquake shaking on a shake table and understand the model\u2019s dynamic properties, seismic behavior, damage pattern, etc.<\/li><\/ul>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-017d5ed elementor-widget elementor-widget-heading\" data-id=\"017d5ed\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Development of R-Factor and Indigenous Retrofit Techniques for Brick Masonry Building in Pakistan (2014-2016)<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4c3481d p-before elementor-widget elementor-widget-text-editor\" data-id=\"4c3481d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul><li>Funded by HEC through BOASAR (worth Rs. 1.5 million)<\/li><li><strong>Project goals:<\/strong><br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> Seismic performance improvement of masonry buildings through experimental investigation<br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> Development of low cost and effective retrofit techniques for existing masonry buildings.\u00a0<\/li><\/ul>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e2a9021 elementor-widget elementor-widget-heading\" data-id=\"e2a9021\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Evaluation of Response Modification Factor for Reinforced Concrete Frames in Pakistan (2009-2014)<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-704fcf4 p-before elementor-widget elementor-widget-text-editor\" data-id=\"704fcf4\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul><li>Funded by Higher Education Commission (HEC) (worth Rs. 3.0 million)<br \/><strong>Project goals:<\/strong><br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> A survey of design practices of Reinforced Concrete construction in Pakistan<br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> Experimental investigation of Code-compliant and non-compliant reinforced concrete structural members<br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> Development of R-Factors for building Code of Pakistan (BCP-SP07)<\/li><\/ul>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0b032ee elementor-widget elementor-widget-heading\" data-id=\"0b032ee\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Seismic Performance Evaluation of Stone Masonry Buildings of Himalayan Belt using Shake Table Tests (2009-2012) <\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f2444b2 p-before elementor-widget elementor-widget-text-editor\" data-id=\"f2444b2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul><li>Funded by HEC through BOASAR (worth Rs. 1.9 million)<\/li><\/ul><ul><li><strong>Project goals:<\/strong><br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> The main purpose of this research work was to study the performance of existing construction of stone masonry in the Northern regions of Pakistan<br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> Develop construction guidelines for improved performance.\u00a0<\/li><\/ul>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4f006fa elementor-widget elementor-widget-heading\" data-id=\"4f006fa\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Seismic Performance Evaluation of Dhajji Dewari Construction using Quasi Static Cyclic and Shake Table Tests (2009-2012)<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-729c4e9 p-before elementor-widget elementor-widget-text-editor\" data-id=\"729c4e9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul><li>Funded by HEC through BOASAR (worth Rs. 1.0 million)<\/li><\/ul><ul><li><strong>Project goals:<\/strong><br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/>\u00a0<\/strong>Performance assessment and development of design guidelines for Dhajji Dewari construction in the Northern regions of Pakistan. <br \/><strong><img decoding=\"async\" class=\"emoji\" role=\"img\" draggable=\"false\" src=\"https:\/\/s.w.org\/images\/core\/emoji\/14.0.0\/svg\/25aa.svg\" alt=\"\u25aa\" \/><\/strong> Development of R-Factor and Indigenous Retrofit Techniques for Brick Masonry Building in Pakistan. (2014-2016)<\/li><\/ul>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t                            <\/div>\n\t\t        \n                    <div id=\"research-media-tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"research-media-tab\">\n\t\t\t\t                                    \t\t<div data-elementor-type=\"section\" data-elementor-id=\"634\" class=\"elementor elementor-634\" data-elementor-post-type=\"elementor_library\">\n\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3fc77863 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3fc77863\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element 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elementor-widget elementor-widget-video\" data-id=\"7430ab6d\" data-element_type=\"widget\" data-settings=\"{&quot;video_type&quot;:&quot;hosted&quot;,&quot;controls&quot;:&quot;yes&quot;}\" data-widget_type=\"video.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"e-hosted-video elementor-wrapper elementor-open-inline\">\n\t\t\t\t\t<video class=\"elementor-video\" src=\"https:\/\/drqaisarali.com\/wp-content\/uploads\/2022\/12\/y2mate.com-Shake-table-test-Stone-masonryKobe-398g_480p.mp4\" controls=\"\" preload=\"metadata\" controlsList=\"nodownload\"><\/video>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-51dcd9f7 elementor-widget__width-initial video-tab elementor-widget elementor-widget-video\" data-id=\"51dcd9f7\" data-element_type=\"widget\" data-settings=\"{&quot;video_type&quot;:&quot;hosted&quot;,&quot;controls&quot;:&quot;yes&quot;}\" data-widget_type=\"video.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"e-hosted-video elementor-wrapper elementor-open-inline\">\n\t\t\t\t\t<video class=\"elementor-video\" src=\"https:\/\/drqaisarali.com\/wp-content\/uploads\/2022\/12\/New-Project.mp4\" controls=\"\" preload=\"metadata\" controlsList=\"nodownload\"><\/video>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5b27f12 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"5b27f12\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-8c96959\" data-id=\"8c96959\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0009fd3 elementor-widget elementor-widget-text-editor\" data-id=\"0009fd3\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p><strong><em>More Testing Videos to be uploaded soon!<\/em><\/strong><\/p><p>\u00a0<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t                            <\/div>\n\t\t                    <\/div>\n        <\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b69ac01 elementor-widget__width-auto right elementor-hidden-desktop elementor-hidden-laptop elementor-widget-mobile__width-initial elementor-view-default elementor-widget elementor-widget-icon\" 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Pakistan, Seismic Code Development for Pakistan, Non-linear Experimental and Numerical Studies of Masonry Structures, Repair and Strengthening of Masonry and RC Structures. Graduate Supervisions Research Work With International Collaboration Research Media Ph.D. Research Supervised Evaluation of Response Modification Factors for Reinforced Concrete Frame structures in Pakistan. (2016) M.Sc. Research [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v21.3 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Research Interests - Dr. Qaisar Ali<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/drqaisarali.com\/research-interests\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Research Interests - Dr. Qaisar Ali\" \/>\n<meta property=\"og:description\" content=\"Development of Seismic Risk Maps for Pakistan, Seismic Code Development for Pakistan, Non-linear Experimental and Numerical Studies of Masonry Structures, Repair and Strengthening of Masonry and RC Structures. 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