{"id":169,"date":"2022-11-23T11:48:02","date_gmt":"2022-11-23T11:48:02","guid":{"rendered":"https:\/\/drqaisarali.com\/?page_id=169"},"modified":"2022-12-02T10:03:57","modified_gmt":"2022-12-02T10:03:57","slug":"publications","status":"publish","type":"page","link":"https:\/\/drqaisarali.com\/publications\/","title":{"rendered":"Publications"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"169\" class=\"elementor elementor-169\" 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-ff8a496 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ff8a496\" 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-d672478\" data-id=\"d672478\" 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.elementor-heading-title.elementor-size-xxl{font-size:59px}<\/style><h2 class=\"elementor-heading-title elementor-size-default\">Publications<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1cb0dd0 elementor-widget__width-auto left elementor-hidden-desktop elementor-hidden-laptop elementor-widget-tablet__width-initial elementor-widget-mobile__width-initial elementor-view-default elementor-widget elementor-widget-icon\" data-id=\"1cb0dd0\" 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-cb07eb1 elementor-widget-tablet__width-initial elementor-widget-mobile__width-initial elementor-widget elementor-widget-eael-adv-tabs\" data-id=\"cb07eb1\" 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-cb07eb1\" class=\"eael-advance-tabs eael-tabs-horizontal eael-tab-auto-active \" data-tabid=\"cb07eb1\">\n            <div class=\"eael-tabs-nav\">\n                <ul class=\"\" role=\"tablist\">\n                                            <li id=\"refered-journal-articles\" class=\"inactive eael-tab-item-trigger\" aria-selected=\"true\" data-tab=\"1\" role=\"tab\" tabindex=\"0\" aria-controls=\"refered-journal-articles-tab\" aria-expanded=\"false\">\n                            \n                            \n                            \n                                                            <span class=\"eael-tab-title  title-after-icon\">Refered Journal Articles<\/span>                                                    <\/li>\n                                            <li id=\"technical-conferencesworkshops\" class=\"inactive eael-tab-item-trigger\" aria-selected=\"false\" data-tab=\"2\" role=\"tab\" tabindex=\"-1\" aria-controls=\"technical-conferencesworkshops-tab\" aria-expanded=\"false\">\n                            \n                            \n                            \n                                                            <span class=\"eael-tab-title  title-after-icon\">Technical Conferences\/Workshops<\/span>                                                    <\/li>\n                                            <li id=\"books-authored\" class=\"inactive eael-tab-item-trigger\" aria-selected=\"false\" data-tab=\"3\" role=\"tab\" tabindex=\"-1\" aria-controls=\"books-authored-tab\" aria-expanded=\"false\">\n                            \n                            \n                            \n                                                            <span class=\"eael-tab-title  title-after-icon\">Books Authored<\/span>                                                    <\/li>\n                                    <\/ul>\n            <\/div>\n            \n            <div class=\"eael-tabs-content\">\n\t\t        \n                    <div id=\"refered-journal-articles-tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"refered-journal-articles-tab\">\n\t\t\t\t                                    \t\t<div data-elementor-type=\"section\" data-elementor-id=\"305\" class=\"elementor elementor-305\" 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-7657901 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7657901\" 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-dd60cdf\" data-id=\"dd60cdf\" 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-48a53a0 elementor-widget elementor-widget-heading\" data-id=\"48a53a0\" 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\">REFERRED JOURNAL ARTICLES<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fa16d56 p-before elementor-widget elementor-widget-text-editor\" data-id=\"fa16d56\" 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<ul><li>Ahmad, N., Rizwan, M., Ali, Q., &amp; Khan, A. N. (2022). Static force-based seismic analysis of reinforced concrete frames having weaker beam-column joints.\u00a0<i>European Journal of Environmental and Civil Engineering<\/i>,\u00a0<i>26<\/i>(5), 1867-1882.<\/li><li>Ahmad, N., Sheheryar, K., Ali, Q., &amp; Ashraf, M. (2022). Numerical modeling for nonlinear static pushover and response history analyses of Dhajji-Dewari structures.\u00a0<i>Journal of Earthquake Engineering<\/i>,\u00a0<i>26<\/i>(10), 5338-5359.<\/li><li>Ali, Q., Ahmad, N., Ashraf, M., &amp; Schacher, T. (2022). Seismic performance evaluation of two-story Dhajji-dewari traditional structure.\u00a0<i>International Journal of Architectural Heritage<\/i>,\u00a0<i>16<\/i>(8), 1233-1251.<\/li><li>Ahmad, N., Rizwan, M., Ashraf, M., Khan, A. N., &amp; Ali, Q. (2021). Seismic collapse safety of reinforced concrete moment resisting frames with\/without beam-column joint detailing.\u00a0<i>Bulletin of the New Zealand Society for Earthquake Engineering<\/i>,\u00a0<i>54<\/i>(1), 1-20.<\/li><li>Raheel, M., Rahman, F., &amp; Ali, Q. (2020). A stoichiometric approach to find optimum amount of fly ash needed in cement concrete.\u00a0<i>SN Applied Sciences<\/i>,\u00a0<i>2<\/i>(6), 1-9.<\/li><li>Ahmad, N., Shahzad, A., Rizwan, M., Khan, A. N., Ali, S. M., Ashraf, M., &#8230; &amp; Alam, B. (2019). Seismic performance assessment of non-compliant SMRF-reinforced concrete frame: shake-table test study. <i>Journal of Earthquake Engineering<\/i>,\u00a0<i>23<\/i>(3), 444-462.<\/li><li>Ahmad, N., Shahzad, A., Ali, Q., Rizwan, M., &amp; Khan, A. N. (2018). Seismic fragility functions for code compliant and non-compliant RC SMRF structures in Pakistan.\u00a0<i>Bulletin of Earthquake Engineering<\/i>,\u00a0<i>16<\/i>(10), 4675-4703.<\/li><li>Ahmad, N., Ali, Q., &amp; Javed, M. (2018). Force reduction factor R for shear dominated low-rise brick masonry structures.\u00a0<i>Journal of Numerical Methods in Civil Engineering<\/i>,\u00a0<i>2<\/i>(3), 14-29.<\/li><li>Ahmad, N., Ali, Q., Adil, M., &amp; Khan, A. N. (2018). Developing seismic risk prediction functions for structures.\u00a0<i>Shock and Vibration<\/i>,\u00a0<i>2018<\/i>.<\/li><li>Sajid, H. U., Ashraf, M., Ali, Q., &amp; Sajid, S. H. (2018). Effects of vertical stresses and flanges on seismic behavior of unreinforced brick masonry.\u00a0<i>Engineering Structures<\/i>,\u00a0<i>155<\/i>, 394-409.<\/li><li>Ahmad, N., &amp; Ali, Q. (2017). Displacement-based seismic assessment of masonry buildings for global and local failure mechanisms.\u00a0<i>Cogent Engineering<\/i>,\u00a0<i>4<\/i>(1), 1414576.<\/li><li>Ali, Q., Ahmad, N., Ashraf, M., Rashid, M., &amp; Schacher, T. (2017). Shake table tests on single-story Dhajji Dewari traditional buildings.\u00a0<i>International Journal of Architectural Heritage<\/i>,\u00a0<i>11<\/i>(7), 1046-1059.<\/li><li>Sheheryar, R., Ahmad, N., Ashraf, M., &amp; Ali, Q. (2017). Numerical modelling of timber braced frame Masonry structures (Dhajji Dewari).\u00a0<i>Journal of Numerical Methods in Civil Engineering<\/i>,\u00a0<i>2<\/i>(2), 1-10.<\/li><li>Badrashia, Y. I., Alia, Q., Ashraf, M., &amp; Rashid, M. (2016). Seismic design characterization of RC special moment resisting frames in pakistan-field survey to laboratory experiments.\u00a0<i>Journal of Engineering and Applied Sciences (JEAS)<\/i>,\u00a0<i>35<\/i>(2).<\/li><li>Javed, M., Magenes, G., Alam, B., Khan, A. N., Ali, Q., &amp; Syed, A. M. (2015). Experimental seismic performance evaluation of unreinforced brick masonry shear walls.\u00a0<i>Earthquake Spectra<\/i>,\u00a0<i>31<\/i>(1), 215-246.<\/li><li>Ahmad, N., Ali, Q., Crowley, H., &amp; Pinho, R. (2014). Earthquake loss estimation of residential buildings in Pakistan.\u00a0<i>Natural hazards<\/i>,\u00a0<i>73<\/i>(3), 1889-1955.<\/li><li>Ali, Q., Khan, A. N., Ashraf, M., Ahmed, A., Alam, B., Ahmad, N., &#8230; &amp; Umar, M. (2013). Seismic performance of stone masonry buildings used in the Himalayan Belt.\u00a0<i>Earthquake spectra<\/i>,\u00a0<i>29<\/i>(4), 1159-1181.<\/li><li>Ahmad, N., Ali, Q., &amp; Umar, M. (2013). Seismic vulnerability assessment of multistory timber braced frame traditional masonry structures. In\u00a0<i>Advanced materials research<\/i>\u00a0(Vol. 601, pp. 168-172). Trans Tech Publications Ltd.<\/li><li>Ahmad, N., Ali, Q., Ashraf, M., Alam, B., &amp; Naeem, A. (2012). Seismic vulnerability of the Himalayan half-dressed rubble stone masonry structures, experimental and analytical studies.\u00a0<i>Natural Hazards and Earth System Sciences<\/i>,\u00a0<i>12<\/i>(11), 3441-3454.<\/li><li>Ali, Q., Schacher, T., Ashraf, M., Alam, B., Naeem, A., Ahmad, N., &amp; Umar, M. (2012). In-plane behavior of the dhajji-dewari structural system (Wooden Braced Frame with Masonry Infill).\u00a0<i>Earthquake Spectra<\/i>,\u00a0<i>28<\/i>(3), 835-858.<\/li><li>Ahmad, N., Ali, Q., &amp; Umar, M. (2012). Simplified engineering tools for seismic analysis and design of traditional Dhajji-Dewari structures.\u00a0<i>Bulletin of Earthquake Engineering<\/i>,\u00a0<i>10<\/i>(5), 1503-1534.<\/li><li>Nakagawa, T., Narafu, T., Imai, H., Hanazato, T., Ali, Q., &amp; Minowa, C. (2012). Collapse behavior of a brick masonry house using a shaking table and numerical simulation based on the extended distinct element method.\u00a0<i>Bulletin of Earthquake Engineering<\/i>,\u00a0<i>10<\/i>(1), 269-283.<\/li><li>Ashraf, M., Khan, A. N., Naseer, A., Ali, Q., &amp; Alam, B. (2012). Seismic behavior of unreinforced and confined brick masonry walls before and after ferrocement overlay retrofitting.\u00a0<i>International Journal of Architectural Heritage<\/i>,\u00a0<i>6<\/i>(6), 665-688.<\/li><li>Ali, Q., Naeem, A., Ahmad, N., &amp; Alam, B. (2012). In-situ dynamic testing of masonry structure by means of underground explosions simulating earthquake motions, a unique case study.\u00a0<i>International Journal of Earth Sciences and Engineering<\/i>,\u00a0<i>5<\/i>(5), 1196-1207.<\/li><li>Ali, Q., Badrashi, Y. I., Ahmad, N., Alam, B., Rehman, S., &amp; Banori, F. A. S. (2012). Experimental investigation on the characterization of solid clay brick masonry for lateral shear strength evaluation.\u00a0<i>International Journal of Earth Sciences and Engineering<\/i>,\u00a0<i>5<\/i>(04), 782-791.<\/li><li>Shah, A., Ali, Q., Alam, B., Shahzada, K., Khan, R., &amp; Ahmad, N. (2012). Study on performance evaluation of adhesive anchors in concrete. <i>International Journal of Advanced Structures and Geotechnical Engineering<\/i>,\u00a0<i>1<\/i>(2), 74-78.<\/li><li>Ali, Q., Badrashi, Y. I., Ahmad, N., Alam, B., Rehman, S., &amp; Banori, F. A. S. (2012). Experimental investigation on the characterization of solid clay brick masonry for lateral shear strength evaluation.\u00a0<i>International Journal of Earth Sciences and Engineering<\/i>,\u00a0<i>5<\/i>(04), 782-791.<\/li><li>Ahmad, N., Ali, Q., Ashraf, M., Naeem, A., &amp; Alam, B. (2012). Seismic performance evaluation of reinforced plaster retrofitting technique for low-rise block masonry structures.\u00a0<i>International Journal of Earth Sciences and Engineering<\/i>,\u00a0<i>5<\/i>(2), 193-206.<\/li><li>Ahmad, N., Ali, Q., Ashraf, M., Khan, A. N., &amp; Alam, B. (2012). Performance assessment of low-rise confined masonry structures for earthquake induced ground motions.\u00a0<i>International Journal of Civil and Structural Engineering<\/i>,\u00a0<i>2<\/i>(3), 851-868.<\/li><li>Alam, B., Javed, M., Ali, Q., Ahmad, N., &amp; Ibrahim, M. (2012). Mechanical properties of no-fines bloated slate aggregate concrete for construction application, experimental study.\u00a0<i>International Journal of Civil &amp; Structural Engineering<\/i>,\u00a0<i>3<\/i>(2), 302-312.<\/li><li>Ahmad, N., Ali, Q., Ashraf, M., Khan, A. N., &amp; Alam, B. (2012). Performance assessment of low-rise confined masonry structures for earthquake induced ground motions.\u00a0<i>International Journal of Civil and Structural Engineering<\/i>,\u00a0<i>2<\/i>(3), 851-868.<\/li><li>Ahmad, N., Crowley, H., Pinho, R., &amp; Ali, Q. (2011). Frame-elements constitutive law for nonlinear static and dynamic analyses of masonry buildings.\u00a0<i>Modern Methods and Advances in Structural Engineering and Construction. Singapore: Research Publishing Service<\/i>.<\/li><li>Ahmad, N., Ali, Q., Ashraf, M., Naeem, K., &amp; Alam, B. (2011). Seismic structural design codes evolution in Pakistan and critical investigation of masonry structures for seismic design recommendations.\u00a0<i>International Journal of Civil, Structural, Environmental and Infrastructure Engineering Research and Development<\/i>,\u00a0<i>1<\/i>(1), 42-85.<\/li><li>Ashraf, M., Naeem Khan, A., Ali, Q., Shahzada, K., &amp; Naseer, A. (2011). Experimental behavior of full scale URM building retrofitted with ferrocement overlay. In\u00a0<i>Advanced Materials Research<\/i>\u00a0(Vol. 255, pp. 319-323). Trans Tech Publications Ltd.<\/li><li>Naseer, A., Khan, A. N., Hussain, Z., &amp; Ali, Q. (2010). Observed seismic behavior of buildings in northern Pakistan during the 2005 Kashmir earthquake.\u00a0<i>Earthquake Spectra<\/i>,\u00a0<i>26<\/i>(2), 425-449.<\/li><li>Narafu, T., Ishiyama, Y., Okazaki, K., Ando, S., Imai, H., Pribadi, K. S., &#8230; &amp; Turer, A. (2010). A proposal for a comprehensive approach to safer non-engineered houses.\u00a0<i>Journal of Asian Architecture and Building Engineering<\/i>,\u00a0<i>9<\/i>(2), 315-322.<\/li><li>Ahmad, N., Crowley, H., Pinho, R., &amp; Ali, Q. (2010). Displacement-based earthquake loss assessment of masonry buildings in Mansehra city, Pakistan.\u00a0<i>Journal of Earthquake Engineering<\/i>,\u00a0<i>14<\/i>(S1), 1-37.<\/li><li>Mirza, J., Riaz, M., Naseer, A., Rehman, F., Khan, A. N., &amp; Ali, Q. (2009). Pakistani bentonite in mortars and concrete as low cost construction material.\u00a0<i>Applied Clay Science<\/i>,\u00a0<i>45<\/i>(4), 220-226.<\/li><li>Ashraf, M., Khan, A. N., Ali, Q., Mirza, J., Goyal, A., &amp; Anwar, A. M. (2009). Physico-chemical, morphological and thermal analysis for the combined pozzolanic activities of minerals additives.\u00a0<i>Construction and Building Materials<\/i>,\u00a0<i>23<\/i>(6), 2207-2213.<\/li><li>Naseer, A., Jabbar, A., Khan, A. N., Ali, Q., Hussain, Z., &amp; Mirza, J. (2008). Performance of Pakistani volcanic ashes in mortars and concrete.\u00a0<i>Canadian Journal of Civil Engineering<\/i>,\u00a0<i>35<\/i>(12), 1435-1445.<\/li><li>Ali, Q., &amp; Naeem, A. (2007). Seismic resistance evaluation of unreinforced masonry buildings.\u00a0<i>Journal of Earthquake Engineering<\/i>,\u00a0<i>11<\/i>(2), 133-146.<\/li><li>Ali, Q., &amp; Khan, A. N. (2005). A critical review of the seismic hazard zoning of Peshawar and Adjoining areas.\u00a0<i>Journal of earthquake engineering<\/i>,\u00a0<i>9<\/i>(05), 587-607.<\/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-0a59aaf p-before elementor-widget elementor-widget-text-editor\" data-id=\"0a59aaf\" 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\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-75048dc p-before elementor-widget elementor-widget-text-editor\" data-id=\"75048dc\" 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>Khan. A. N., Shah. A., &amp; Ali. Q., (2001). Use of fly ash as cementitious material in concrete. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>, <em>19<\/em>(1).<\/li><li>Ali. Q., &amp; Hayat. Q., (2001). Slab analysis and design software based on ACI code. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>, <em>19<\/em>(1).<\/li><li>Ali. Q., Khan. A. N., &amp; Akbar. S., (2001). Simulated earthquake vibration tests on brick masonry model through contained underground explosions. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>, <em>19<\/em>(2).<\/li><li>Shah. S. A. A., Kayani. M. K. R., &amp; Ali. Q., (2000). Analysis of concrete masonry beams. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>,<em> 19<\/em>(2).<\/li><li>Ali. Q., &amp; Khan. A. N., (2000). Effect of maximum size of aggregate and its gradation on the shear capacity of R.C beams without web reinforcement. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>, <em>19<\/em>(2).<\/li><li>Shah. S. A. A., Kayani. M. K. R., &amp; Ali. Q., (2000). Load transfer from high strength concrete columns through ordinary strength concrete slabs. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>, <em>19<\/em>(1).<\/li><li>Javed, M., and Ali. Q., (2000). Shear capacity of reinforced concrete beams without web reinforcement. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>, <em>19<\/em>(1).<\/li><li>Ali. Q., Javed. M., &amp; Ahmad. I., (2000). Simplified equation for estimating the shear capacity of reinforced concrete beams without web reinforcement. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>, <em>19<\/em>(2).<\/li><li>Ali. Q., (2000). The &#8216;3rp&#8217; computer program for the solution of the three-reservoir problem in hydraulics. <em>Journal of Engineering and Applied Sciences<\/em> (<em>UET, Peshawar)<\/em>, <em>19<\/em>(1).<\/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-50da609 p-before elementor-widget elementor-widget-text-editor\" data-id=\"50da609\" 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\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=\"technical-conferencesworkshops-tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"technical-conferencesworkshops-tab\">\n\t\t\t\t                                    \t\t<div data-elementor-type=\"section\" data-elementor-id=\"316\" class=\"elementor elementor-316\" 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-085e316 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"085e316\" 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-6f3190d\" data-id=\"6f3190d\" 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-e710e62 elementor-widget elementor-widget-heading\" data-id=\"e710e62\" 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\">\u00a0INTERNATIONAL\/NATIONAL CONFERENCE PUBLICATIONS <\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3f51135 p-before elementor-widget elementor-widget-text-editor\" data-id=\"3f51135\" 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>Ayub, M., Ali, Q., Shahzada, K., Naseer, A., &amp; Shoaib, M. (2013). Conservation of Islamia college building in Pakistan.\u00a0<i>Procedia Engineering<\/i>,\u00a0<i>54<\/i>, 465-471.<\/li><li>Ahmad, N., Ali, Q., Crowley, H., &amp; Pinho, R. (2012). Earthquake loss estimation of structures in Pakistan.\u00a0<i>Proceedings of the 9CUEE &amp; 4ACEE, Tokyo, Japan<\/i>.<\/li><li>Ahmad, N., Crowley, H., Pinho, R., &amp; Ali, Q. (2011). Displacement-based earthquake loss assessment of adobe buildings in Pakistan.\u00a0<i>Proceedings of the International Structural Engineering and Construction<\/i>.<\/li><li>Ahmad, N., Crowley, H., Pinho, R., &amp; Ali, Q. (2011). Frame-elements constitutive law for nonlinear static and dynamic analyses of masonry buildings.\u00a0<i>Modern Methods and Advances in Structural Engineering and Construction. Singapore: Research Publishing Service<\/i>.<\/li><li>Ahmad, N., Ali, Q., Crowley, H., &amp; Pinho, R. (2011). Displacement-based seismic performance evaluation of Dhajji structural systems.\u00a0<i>Proceedings of the Masonry society-11NAMC, Minnesota<\/i>.<\/li><li>Ahmad, N., Crowley, H., Pinho, R., Ali, Q., &amp; Aziz, S. (2011, April). Development of fast building seismic screening (FBSS) method. In\u00a0<i>International Conference on Earthquake Engineering and Seismology, NUST, Islamabad, Pakistan<\/i>.<\/li><li>Ahmad, N., Badrashi, Y. I., Ali, Q., Crowley, H., &amp; Pinho, R. (2011, April). Development of displacement based method for seismic risk assessment of RC building stock of Pakistan. In\u00a0<i>Proceedings of the International Conference on Earthquake Engineering and Seismology, Islamabad, Pakistan, Paper<\/i>\u00a0(No. 11).<\/li><li>Ahmad, N. A. V. E. E. D., Crowley, H. E. L. E. N., Pinho, R., &amp; Ali, Q. A. I. S. A. R. (2010). Simplified formulae for the displacement capacity, energy dissipation, and characteristic vibration period of brick masonry buildings.\u00a0<i>Proceedings of the International Masonry Society<\/i>,\u00a0<i>11<\/i>(2), 1385-1394.<\/li><li>Ahmad, N., Crowley, H., Pinho, R., &amp; Ali, Q. (2010). Derivation of displacement-based fragility functions for masonry buildings. In\u00a0<i>Proceedings of the 14th European Conference on Earthquake Engineering<\/i>.<\/li><li>Ahmad, N., Ali, Q., Crowley, H., &amp; Pinho, R. (2010). Displacement-based seismic risk assessment of stone masonry buildings of Pakistan. In\u00a0<i>3rd Asia conference on earthquake engineering Bangkok, Thailand (electronic source)<\/i>\u00a0(Vol. 8).<\/li><li>Ali, Q., Schacher, T., Ashraf, M., Naeem, A., &amp; Alam, B. (2010). In-plane behavior of full scale Dhajji walls (wooden braced-frame with stone infill) under quasi-static loading. In\u00a0<i>Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada<\/i>.<\/li><li>Ali, Q., Naeem, A., Ashraf, M., Ahmed, A., Alam, B., Fahim, M., &amp; Rahman, S. (2010). Shaking table test on typical stone masonry buildings used in the Himalayan belt. In\u00a0<i>Proceedings of the 9th US and 10th Canadian Conference on Earthquake Engineering<\/i>.<\/li><li>Ashraf, M., Ali, Q., Khan, A. N., Alam, B., &amp; Naseer, A. (2010). Experimental study on the performance of brick masonry piers of before &amp; after retrofitting with reinforced plaster. In\u00a0<i>9th US &amp; 10th Canadian Conference on Earthquake Engineering<\/i>\u00a0(pp. 24-27).<\/li><li>Schacher, T., Ali, Q., &amp; Stephenson, M. (2010). Mainstreaming of traditional earthquake resistant building methods. The example of the dhajji method in the post-earthquake reconstruction process in Pakistan. In\u00a0<i>The International Scientific Conference on Technologies for Development, February<\/i>\u00a0(pp. 8-10).<\/li><li style=\"font-size: 16px;\">Ahmad, N., Crowley, H., Pinho, R., Ali, Q., (2010). Capacity curves for unreinforced fired brick masonry buildings of Pakistan-UFB5&#8243;, WHE Pager Project: Development of Analytical Seismic Vulnerability Functions, Analytical Data Part III, EERI, Oakland USA.<\/li><li>\u00a0Ali, Q., (2009). Confined Masonry in Pakistan. In the <em>International video conference on Confined Masonry<\/em>, Tokyo, Japan.<\/li><li style=\"font-size: 16px;\">Ali, Q., (2008). Ensuring school safety using local material and skills in the Himalaya region. In the\u00a0<em>International Conference on Schools Safety, Islamabad, Pakistan.<\/em><\/li><li style=\"font-size: 16px;\">Hanazato, T., Minowa, C., Narafu, T., Imai, H., Ali, Q., Kobayashi, K., &#8230; &amp; Nakagawa, T. (2008). Shaking Table Test of Model House of Brick Masonry for Seismic Construction. In\u00a0<i>Proceedings of 14th World Conference of Earthquake Engineering (14WCEE)<\/i>\u00a0(pp. 12-17).<\/li><li style=\"font-size: 16px;\">C, Minowa., et al., &amp; Ali, Q., (2008). Collapse behavior test of a masonry using shaking table. In the<em>\u00a0International seminar on seismic risk and rehabilitation of stone masonry housing,\u00a0 Azores, Portugal.<\/em><\/li><li>Ahmad, N., &amp; Ali, Q. (2008).\u00a0<i>Site specific probabilistic seismic hazard analysis of Mansehra urban area<\/i>. Technical Report 2008, Earthquake Engineering Center, NWFP University of Engineering and Technology Peshawar, Pakistan.<\/li><li>\u00a0Ali, Q., (2008). Finite Element Analysis of an URM model structure. <em>Building Research Institute Kskuba, Japan<\/em>.<\/li><li>\u00a0Ali, Q., (2008). Case study of Pakistan Housing Reconstruction. <em>Building Research Institute Kskuba, Japan.<\/em><\/li><li>\u00a0Ali, Q., (2008). Finite Element Analysis of an URM model structure.\u00a0 <em>Tokyo International Workshop on Earthquake Disaster Mitigation for Safer Housing Tokyo<\/em>.<\/li><li style=\"font-size: 16px;\">Ali, Q., (2007). Seismic Disaster Mitigation through safe housing. In the\u00a0<em>National conference on Seismic Disaster Management by Institute of Engineers Pakistan, at UET Peshawar.<\/em><\/li><li>Ali, Q., (2007). Seismic Risk Reduction Approaches.\u00a0<em> International Disaster Risk Management Course,<\/em>\u00a0Islamabad.<\/li><li>\u00a0Ali, Q., (2007). Case study of Pakistan Housing Reconstruction. <em>Rose School, European Centre for Training &amp; Research in Earthquake Engineering,<\/em> Pavia, Italy.<\/li><li>Ali, Q., (2007). Shaking table testing and Finite Element Analysis techniques applied to Masonry structures.\u00a0 <em>International Video Conference,<\/em> Tokyo Japan.<\/li><li>Ali, Q., (2007). Earthquake Safe Housing. <em>National Video Conference. <\/em>UET Peshawar.<\/li><li>Ali, Q., Naeem, A., Javed, M., Hussain, Z., Naseer, A., Ali, S. M., &#8230; &amp; Scawthorn, C. (2006). Learning from Earthquakes: First Report on the Kashmir Earthquake of October 8, 2006.\u00a0<i>Earthquake Engineering Research Institute, EERI, USA, www. eeri. org<\/i>.<\/li><li>Ali, Q., Ali, M., and Khan, A. N., (2006). Uniaxial compression study of the brick masonry work used in Pakistan. <em>Tokyo International workshop on Earthquake Disaster Mitigation for Safer Housing,<\/em> Tokyo, Japan.<\/li><li>Ali, Q., and Khan, A. N., (2006). Shear Damage Studies of Brick Masonry Structures, Experimental and Numerical Observations. <em>Tokyo International workshop on Earthquake Disaster Mitigation for Safer Housing (Plenary session).<\/em> Tokyo, Japan.<\/li><li>Ali, Q., (2006). Seismic Risk Reduction for Education Institutions. <em>British Council Conference,<\/em> Peshawar.<\/li><li>Ali, Q., (2006). Case Study of Pakistan Earthquake Housing Reconstruction. <em>Aseismic Building Technology Acceptable to Communities,<\/em> a pre-workshop event of Tokyo International Workshop on Earthquake Disaster Mitigation for Safer Housing organized by Building Research Institute (BRI) and United Nations Centre for Regional Development (UNCRD).<\/li><li>Ali, Q., and Taj, M., (2006). Stone masonry residential buildings.\u00a0 <em>World Housing Encyclopedia, Earthquake Engineering Research Institute<\/em>, EERI, USA, www.eeri.org<\/li><li style=\"font-size: 16px;\">Ali, Q., (2005). Performance of engineered and non-engineered structures during the October 8, 2005 Earthquake. In\u00a0<em>proceedings of the 8th Conference on Earthquake Engineering, San Francisco, USA.<\/em><\/li><li style=\"font-size: 16px;\">Ali, Q., (2005). Seismic Disaster Mitigation in Pakistan. In the\u00a0<em>International Conference on Earthquake Rehabilitation in Pakistan<\/em>, Islamabad.<\/li><li>Ali, Q., Naeem, A., (2005). Reconnaissance Report on the 8th October 2005 Earthquake. <em>Earthquake Engineering Research Institute<\/em>, EERI, USA, www.eeri.org<\/li><li>Ali, Q., (2005). Unreinforced brick masonry residential buildings. <em>World Housing Encyclopedia, Earthquake Engineering Research Institute,<\/em> EERI, USA. www.eeri.org<\/li><li>Ali, Q., (2005). Revisions of Pakistan building codes and housing for the earthquake victims.\u00a0 <em>International Housing Conference Lahore<\/em>, Pakistan Engineering Council, Lahore, Pakistan.<\/li><li>Ali, Q., (2005). Uncertainties in Seismology and Earthquake Engineering &#8211; an unexpected seismic disaster in Pakistan. <em>Rose School, European Centre for Training &amp; Research in Earthquake Engineering<\/em>, Pavia, Italy.<\/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=\"books-authored-tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"books-authored-tab\">\n\t\t\t\t                                    \t\t<div data-elementor-type=\"section\" data-elementor-id=\"369\" class=\"elementor elementor-369\" 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-0a5326d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"0a5326d\" 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-96c844d\" data-id=\"96c844d\" 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-f98360c elementor-widget elementor-widget-heading\" data-id=\"f98360c\" 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\">BOOKS AUTHORED\n<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-eada870 p-before elementor-widget elementor-widget-text-editor\" data-id=\"eada870\" 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>Book Chapter: Seismic Resistance Evaluation of an Unreinforced Brick Masonry Building by Simulating Earthquake Vibrations through Contained Underground Explosions: A Unique Case Study, published in the book Computer Analysis and Design of Masonry Structures; Sponsored by: HEC and Published by: Saxe-Coburg Publications, Stirling, Scotland, 257-279<\/li><li>DHAJJI CONSTRUCTION for one and two storey earthquake resistant houses, a guide book for technicians and artisans; Sponsored and Published by: University of Applied Sciences of Southern Switzerland (SUPSI) &amp; UN HABITAT Pakistan.<\/li><li>Field Practicing Manual (English and Urdu versions); Sponsored and Published by: government of KPK <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\" \/> <a style=\"color: #001f3e; text-decoration: underline;\" href=\"#\">Download 1<\/a><br \/><\/strong><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\" \/> <a style=\"color: #001f3e; text-decoration: underline;\" href=\"#\">Download 2<\/a><\/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\" \/> <a style=\"color: #001f3e; text-decoration: underline;\" href=\"#\">Download 3<\/a>\u00a0<\/strong><\/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                    <\/div>\n        <\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1d03c98 elementor-widget__width-auto right elementor-hidden-desktop elementor-hidden-laptop elementor-widget-tablet__width-initial elementor-widget-mobile__width-initial elementor-view-default elementor-widget elementor-widget-icon\" data-id=\"1d03c98\" 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-right\"><\/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-79a5825 elementor-widget elementor-widget-html\" data-id=\"79a5825\" data-element_type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<script>\r\njQuery(document).ready(function(){\r\n      var Slider = jQuery(\".eael-tabs-nav ul\");\r\njQuery(\".right\").on(\"click\", function () {\r\n  const scrollVal = jQuery(\".eael-tabs-nav ul li\").width() + 100;\r\n   Slider.scrollLeft(Slider.scrollLeft() + scrollVal);\r\n    if(jQuery('.eael-tabs-nav ul li.active').next('li').length != 0){\r\n        jQuery('.eael-tabs-nav ul li.active').removeClass('active').next('li').addClass('active');\r\n        jQuery('.eael-tabs-content > div.active').removeClass('active').addClass('inactive').next('div').removeClass('inactive').addClass('active')\r\n        }\r\n});\r\n\r\njQuery(\".left\").on(\"click\", function () {\r\n  const scrollVal2 = jQuery(\".eael-tabs-nav ul li\").width() + 100;\r\n     Slider.scrollLeft(Slider.scrollLeft() - scrollVal2);\r\n    if(jQuery('.eael-tabs-nav ul li.active').prev('li').length != 0){\r\n    jQuery('.eael-tabs-nav ul li.active').removeClass('active').prev('li').addClass('active');\r\n        jQuery('.eael-tabs-content > div.active').removeClass('active').addClass('inactive').prev('div').removeClass('inactive').addClass('active')\r\n    }\r\n});\r\n})\r\n\r\n<\/script>\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\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Publications Refered Journal Articles Technical Conferences\/Workshops Books Authored REFERRED JOURNAL ARTICLES Ahmad, N., Shahzad, A., Rizwan, M., Khan, A. N., Ali, S. M., Ashraf, M., &#8230; &amp; Alam, B. (2019). Seismic performance assessment of non-compliant SMRF-reinforced concrete frame: shake-table test study.\u00a0Journal of Earthquake Engineering,\u00a023(3), 444-462. Sajid, H. U., Ashraf, M., Ali, Q., &amp; Sajid, S. [&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>Publications - 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\/publications\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Publications - Dr. Qaisar Ali\" \/>\n<meta property=\"og:description\" content=\"Publications Refered Journal Articles Technical Conferences\/Workshops Books Authored REFERRED JOURNAL ARTICLES Ahmad, N., Shahzad, A., Rizwan, M., Khan, A. N., Ali, S. M., Ashraf, M., &#8230; &amp; Alam, B. (2019). Seismic performance assessment of non-compliant SMRF-reinforced concrete frame: shake-table test study.\u00a0Journal of Earthquake Engineering,\u00a023(3), 444-462. Sajid, H. U., Ashraf, M., Ali, Q., &amp; Sajid, S. 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