{"id":39,"date":"2025-08-24T23:43:26","date_gmt":"2025-08-24T23:43:26","guid":{"rendered":"http:\/\/ribslab.ca\/?page_id=39"},"modified":"2026-05-23T06:12:36","modified_gmt":"2026-05-23T06:12:36","slug":"journal-articles","status":"publish","type":"page","link":"https:\/\/ribslab.ca\/home\/journal-articles\/","title":{"rendered":"Journal Articles"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"39\" class=\"elementor elementor-39\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7ac8dfa e-grid e-con-boxed e-con e-parent\" data-id=\"7ac8dfa\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-36259fb elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"36259fb\" data-element_type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-02b2d5a e-grid e-con-boxed e-con e-parent\" data-id=\"02b2d5a\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-266ca88 elementor-widget elementor-widget-image\" data-id=\"266ca88\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"1024\" height=\"616\" src=\"https:\/\/ribslab.ca\/wp-content\/uploads\/2025\/08\/fdbgs-1024x616.png\" class=\"attachment-large size-large wp-image-506\" alt=\"\" srcset=\"https:\/\/ribslab.ca\/wp-content\/uploads\/2025\/08\/fdbgs-1024x616.png 1024w, https:\/\/ribslab.ca\/wp-content\/uploads\/2025\/08\/fdbgs-300x180.png 300w, https:\/\/ribslab.ca\/wp-content\/uploads\/2025\/08\/fdbgs-768x462.png 768w, https:\/\/ribslab.ca\/wp-content\/uploads\/2025\/08\/fdbgs-1536x923.png 1536w, https:\/\/ribslab.ca\/wp-content\/uploads\/2025\/08\/fdbgs-2048x1231.png 2048w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-01c4a6d e-grid e-con-boxed e-con e-parent\" data-id=\"01c4a6d\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-92ad30b elementor-widget elementor-widget-heading\" data-id=\"92ad30b\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Refereed Journal Publications (*supervised HQP)<\/h2>\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-550bccd e-grid e-con-boxed e-con e-parent\" data-id=\"550bccd\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-d44cf8e elementor-widget elementor-widget-text-editor\" data-id=\"d44cf8e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<ol class=\"wp-block-list\" start=\"1\">\n \t<li>Rahman, J.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2025. \u201cResilience Assessment of Shape Memory Alloy Reinforced Concrete Coastal Bridges Subjected to Tsunami Loads.\u201d Accepted: Journal of Bridge Engineering, ASCE.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"2\">\n \t<li>Mohammadgholipour, A.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2025. \u201cInvestigation of Low Cycle Fatigue (LCF) Behavior of NiTi SMA Rebar and Development of LCF Model.\u201d In-press: Journal of Materials in Civil Engineering, ASCE.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"3\">\n \t<li>Fisher, A.*, Moreira, L.,\u00a0<strong>Billah, A.H.M.M.<\/strong>, Lingras, P. and Mago,V. 2025. \u201cBuilding image reconstruction and dimensioning of the envelope from two-dimensional perspective drawings.\u201d Engineering Applications of Artificial Intelligence. 139: 109657.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"4\">\n \t<li>Aghaeidoost, V.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2024. \u201cAn advanced rate-dependent analytical model of lead rubber bearing.\u201d In press: Earthquake Engineering and Structural Dynamics, Willey, 2024;1-21.\u00a0<a href=\"https:\/\/doi.org\/10.1002\/eqe.4100\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/eqe.4100<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"5\">\n \t<li>Rahman, J.*, Aghaeidoost, V.* and Billah, A.H.M.M. 2024. \u201cResilience of coastal bridges under extreme wave-induced loads.\u201d Resilient Cities and Structures, 3(2): 85-100.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"7\">\n \t<li>Chowdhury, A.*,\u00a0<strong>Billah, A.H.M.M.<\/strong>\u00a0and Alam, M.S. 2024. \u201cPerformance-Based Seismic Design for Retrofitting Bridges: Developing Performance-Based Damage States.\u201d ASCE Journal of Bridge Engineering, 29 (7).\u00a0<a href=\"https:\/\/doi.org\/10.1061\/JBENF2.BEENG-6236\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1061\/JBENF2.BEENG-6236<\/a><\/li><br>\n \t<li>Fisher, A.*, Tan, X.,\u00a0<strong>Billah, A.H.M.M<\/strong>. Lingras, P., Huang, J. and Mago, V. 2024. \u201cPAAD: Panelization algorithm for architectural designs.\u201d PLOS ONE, June 2024.\u00a0<a href=\"https:\/\/doi.org\/10.1371\/journal.pone.0303646\">https:\/\/doi.org\/10.1371\/journal.pone.0303646<\/a><\/li><br>\n \t<li>Movahhed, A.S.,\u00a0<strong>Billah, A.H.M.M.,<\/strong>\u00a0Shirkhani, A., Mashayekhi, M. and Majdi, A. 2024. \u201cVulnerability assessment of tall isolated steel building under variable earthquake hazard levels using endurance time method\u201d. Journal of Structural Integrity and Maintenance.\u00a0DOI: 10.1080\/24705314.2024.2314816.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"9\">\n \t<li>Cakiroglu, C., Tusher, T.H*., Shahjalal, M*., Islam, K.,\u00a0<strong>Billah, A.H.M.M.<\/strong>, Nehdi, ML. 2024. Explainable Ensemble Learning Graphical User Interface for Predicting Rebar Bond Strength and Failure Mode in Recycled Coarse Aggregate Concrete. Developments in the Built Environment. 20:100547.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"10\">\n \t<li>Mohammadgholipour, A.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2024. \u201cPerformance-based Plastic Design and Seismic Fragility Assessment for Chevron Braced Steel Frames Considering Aftershock Effects.\u201d Soil Dynamics and Earthquake Engineering, 178, 108440.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"11\">\n \t<li>Rahman, J.*,\u00a0<strong>Billah, A.H.M.M,<\/strong>\u00a0Arafin, P.*, Islam, K. and Nehdi, M. 2024. \u201cDesign-focused Interpretable Machine Learning Models for Compressive Capacity Prediction of Gusset Plate Connections.\u201d Engineering Structures, 298, 117038.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2023.117038\">https:\/\/doi.org\/10.1016\/j.engstruct.2023.117038<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"12\">\n \t<li>Arafin, P.*, Issa, A. and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2024. \u201cDeep Learning Based Concrete Defects Classification and Detection Using Semantic Segmentation.\u201d Structural Health Monitoring,\u00a0<a href=\"https:\/\/doi.org\/10.1177\/14759217231168212\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1177\/14759217231168212<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"13\">\n \t<li>Sabrin, R.*, Shahjalal, M.*, Bachu, H.E., Habib, M.L., Jerin, T*. and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2024. \u201cRecycling of different industrial wastes as supplement of cement for sustainable production of mortar.\u201d Journal of Building Engineering, 86, 108765.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"14\">\n \t<li>George, G., Bindhu, K.R. and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2023. Cyclic load behaviour of reinforced concrete columns with SMA and ECC in the critical regions. Structures; 58, 105497.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"15\">\n \t<li>Badroddin, M.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2023. \u201cMulti-state Functionality Restoration of Highway Bridges Using Stochastic Process.\u201d Engineering Structures, 293: 116623.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2023.116623\">https:\/\/doi.org\/10.1016\/j.engstruct.2023.116623<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"16\">\n \t<li>Mohammadgholipour, A.* and\u00a0<strong>Billah, A.H.M.M.<\/strong>\u00a02023. \u201cMechanical Properties and Constitutive Models of Shape Memory Alloy for Structural Engineering: A Review.\u201d Journal of Intelligent Material Systems and Structures, February 2023.\u00a0<a href=\"https:\/\/doi.org\/10.1177\/1045389X231185458\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1177\/1045389X231185458<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"17\">\n \t<li>George, G*., Bindhu, K.R. and\u00a0<strong>Billah, A.H.M.M.<\/strong>\u00a02023. \u201cCyclic load behaviour of reinforced concrete columns with SMA and ECC in the critical regions.\u201d\u00a0 Structures 58, 105497.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2023.105497\">https:\/\/doi.org\/10.1016\/j.istruc.2023.105497<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"18\">\n \t<li>Ghollipour, G.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2023. \u201cNumerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision.\u201d Engineering Structures, 288: 116241.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2023.116241\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.engstruct.2023.116241<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"19\">\n \t<li>Cakiroglu, C., Shahjalal, M.*, Islam, K., Mahmood, S.M.F.,\u00a0<strong>Billah, A.H.M.M<\/strong>. and Nehdi, M.L. \u201cExplainable ensemble learning data-driven modeling of mechanical properties of fiber-reinforced rubberized recycled aggregate concrete.\u201d Journal of Building Engineering, 76:107279.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.jobe.2023.107279\">https:\/\/doi.org\/10.1016\/j.jobe.2023.107279<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"20\">\n \t<li>Aghaeidoost, V.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2023. \u201cLife-cycle Seismic resilience assessment of base-isolated highway bridges.\u201d Structure and Infrastructure Engineering, 1-23.\u00a0<a href=\"https:\/\/doi.org\/10.1080\/15732479.2023.2199402\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1080\/15732479.2023.2199402<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"21\">\n \t<li>Rahman, J.*, Arafin, P.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2023. \u201cMachine learning models for predicting concrete beams shear strength externally bonded with FRP.\u201d Structures, 53: 514-536.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2023.04.069\">https:\/\/doi.org\/10.1016\/j.istruc.2023.04.069<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"22\">\n \t<li>Rahman, J.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2023. \u201cDevelopment of Performance-based Fragility Curves of Coastal Bridges Subjected to Extreme Wave-induced Loads.\u201d ASCE J. Bridge Eng., 28(3): 04023005.\u00a0<a href=\"https:\/\/doi.org\/10.1061\/JBENF2.BEENG-5899\">https:\/\/doi.org\/10.1061\/JBENF2.BEENG-5899<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"23\">\n \t<li>Khan, M.S.A.*, Kabir. G.,\u00a0<strong>Billah, A.H.M.M<\/strong>. and Dutta, S. 2023. \u201cAn Integrated Framework for Bridge Infrastructure Resilience Analysis against Seismic Hazard.\u201d Sustainable and Resilient Infrastructure, 8(1): 5\u201325\u00a0<a href=\"https:\/\/doi.org\/10.1080\/23789689.2022.2126624\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1080\/23789689.2022.2126624<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"24\">\n \t<li>Karim, M.R.*; Islam, K.;\u00a0<strong>Billah, A.H.M.M<\/strong>.; Alam, M.S. 2023. \u201cShear Strength Prediction of Slender Concrete Beams Reinforced with FRP Rebar using Data-driven Machine Learning Algorithms.\u201d ASCE Journal of Composites for Construction; 27 (2): 04023003.\u00a0<a href=\"https:\/\/doi.org\/10.1061\/(ASCE)CC.1943-5614.0001280\">https:\/\/doi.org\/10.1061\/(ASCE)CC.1943-5614.0001280\u00a0\u00a0<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"25\">\n \t<li>Barkhordari, M.S. and\u00a0<strong>Billah, A.H.M.M.\u00a0<\/strong>2023. \u201cEfficiency of Data-Driven Hybrid Algorithms for Steel-Column Base Connection Failure Mode Detection.\u201d ASCE Journal of Practice Periodical on Structural Design and Construction, 28 (1): 04022061.\u00a0<a href=\"https:\/\/doi.org\/10.1061\/(ASCE)SC.1943-5576.0000741\">https:\/\/doi.org\/10.1061\/(ASCE)SC.1943-5576.0000741\u00a0\u00a0<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"26\">\n \t<li>Ghollipour, G.* and\u00a0<strong>Billah, A.H.M.M.<\/strong>\u00a02022. \u201cDynamic Behavior of Rocking Concrete Bridge Piers Subjected to Vehicle Collisions.\u201d ASCE Journal of Structural Engineering, 148 (11):\u00a0<a href=\"https:\/\/doi.org\/10.1061\/JSENDH.STENG-11463\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1061\/JSENDH.STENG-11463<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"27\">\n \t<li>Ghollipour, G.* and\u00a0<strong>Billah, A.H.M.M<\/strong>., Mousavi, A*. 2022. \u201cFinite element-based reliability analysis of RC bridge piers subjected to the combination of barge impact and blast loads.\u201d Ocean Engineering, 264 (15): 112543.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.oceaneng.2022.112543\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.oceaneng.2022.112543<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"28\">\n \t<li>Khan, M.S.A.*; Etonyeaku, L.C.; Kabir, G;\u00a0<strong>Billah, A.H.M.M<\/strong>.; Dutta, S. 2022. \u201cBridge Infrastructure Resilience Assessment Against Seismic Hazard using Bayesian Best Worst Method.\u201d Canadian Journal of Civil Engineering, 49 (11).\u00a0<a href=\"https:\/\/doi.org\/10.1139\/cjce-2021-0503\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1139\/cjce-2021-0503<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"29\">\n \t<li>Arafin, P.*, Issa, A. and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2022. \u201cPerformance Comparison of Multiple Convolutional Neural Networks for Concrete Defects Classification.\u201d Sensors, 22(22): 8714.\u00a0<a href=\"https:\/\/doi.org\/10.3390\/s22228714\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.3390\/s22228714<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"30\">\n \t<li>Ghollipour, G.* and\u00a0<strong>Billah, A.H.M.M.<\/strong>\u00a02022. \u201cNumerical investigation of Shape Memory Alloy reinforced bridge piers subjected to Lateral Impact Loads.\u201d ASCE Journal of Bridge Engineering, 27 (8):\u00a0<a href=\"https:\/\/doi.org\/10.1061\/(ASCE)BE.1943-5592.0001898\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1061\/(ASCE)BE.1943-5592.0001898<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"31\">\n \t<li>Ghollipour, G.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2022. \u201cDynamic Behavior of Bridge Columns Reinforced with Shape Memory Alloy rebar and UHPFRC under Lateral Impact Loads.\u201d\u00a0 International Journal of Impact Engineering, 168:104297.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.ijimpeng.2022.104297\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.ijimpeng.2022.104297<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"32\">\n \t<li>Ghollipour, G.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2022. \u201cNonlinear Analysis of Shear-Deficient Beams Strengthened using UHPFRC under Combined Impact and Blast loads.\u201d ASCE Journal of Structural Engineering, 148 (6):\u00a0<a href=\"https:\/\/doi.org\/10.1061\/(ASCE)ST.1943-541X.0003368\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1061\/(ASCE)ST.1943-541X.0003368<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"33\">\n \t<li><strong>Billah, A.H.M.M<\/strong>. and Iqbal, A. 2022. \u201cEffect of seismic isolation on seismic fragility of bridges with scoured foundations.\u201d ASCE Journal of Structural Engineering, 148 (6).\u00a0<a href=\"https:\/\/doi.org\/10.1061\/(ASCE)ST.1943-541X.0003370\">https:\/\/doi.org\/10.1061\/(ASCE)ST.1943-541X.0003370<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"34\">\n \t<li>Todorov, B*. and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2022. \u201cMachine Learning Driven Seismic Performance Limit State Identification for Performance-Based Seismic Design of Bridge Piers.\u201d Engineering Structures, 255: 113919.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2022.113919\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.engstruct.2022.113919<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"35\">\n \t<li>Aghaeidoost, V.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2022. \u201cSensitivity of Seismic Fragility of Base-Isolated Bridges to Lead Rubber Bearings Modeling Technique.\u201d Structural Control and Health Monitoring,\u00a0<a href=\"https:\/\/doi.org\/10.1002\/stc.2971\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stc.2971<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"36\">\n \t<li>Hasan, A.L.* and\u00a0<strong>Billah, A.H.M.M.<\/strong>\u00a02022. \u201cSuperabsorbent cellulose fibers for reducing drying shrinkage and micro-cracking in concrete.\u201d Canadian Journal of Civil Engineering, 49 (8).\u00a0<a href=\"https:\/\/doi.org\/10.1139\/cjce-2021-0404\">https:\/\/doi.org\/10.1139\/cjce-2021-0404<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"37\">\n \t<li><strong>Billah, A.H.M.M<\/strong>., Rahman, J.*, and Zhang, Q. 2022. \u201cA state-of-the-art review on the application of Shape Memory Alloys (SMAs) in bridges: research and opportunities.\u201d Structures, 37: 514-527.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2022.01.034\">https:\/\/doi.org\/10.1016\/j.istruc.2022.01.034<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"38\">\n \t<li>Kabir, M.A.*, Hasan, A.S. and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2021. \u201cFailure mode prediction of steel column base plate connections using machine learning techniques.\u201d Engineering Structures, 240(1): 112389.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2021.112389\">https:\/\/doi.org\/10.1016\/j.engstruct.2021.112389<\/a><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"39\">\n \t<li>Cakiroglu, C.; Islam, K.; Bekda\u015f, G.;\u00a0<strong>Billah, A.H.M.M<\/strong>. 2021. \u201cCO<sub>2<\/sub>\u00a0Emission and Cost Optimization of Concrete-Filled Steel Tubular (CFST) Columns Using Metaheuristic Algorithms.\u201d Sustainability 2021, 13, 8092.\u00a0<a href=\"https:\/\/doi.org\/10.3390\/su13148092\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.3390\/su13148092<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"40\">\n \t<li>Todorov, B*. and\u00a0<strong>Billah, A.H.M.M<\/strong>. and 2021. \u201cSeismic fragility and damage assessment of reinforced concrete bridge pier under long-duration, near-fault, and far-field ground motions.\u201d Structures, 31: 671-685.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"41\">\n \t<li>Suleiman, M.*, Elshaer, A.,\u00a0<strong>Billah, A.H.M.M<\/strong>. and Bassuony, M. 2021. \u201cPropagation of mouth-generated aerosols in a modularly constructed hospital room.\u201d Sustainability. 13(21)<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"42\">\n \t<li>Siddique, K*,\u00a0<strong>Billah, A.H.M.M<\/strong>., and Issa, A. 2021. \u201cSeismic collapse safety and response modification factor of concrete frame buildings reinforced with superelastic shape memory alloy (SMA) rebar.\u201d Journal of Building Engineering, 42, 102468.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"43\">\n \t<li><strong>Billah, A.H.M.M<\/strong>. and Kabir, M.A.* 2021. \u201cDevelopment of performance limit states for concrete bridge piers with high strength concrete and high strength steel reinforcement.\u201d In press: Canadian Journal of Civil Engineering,\u00a0<a href=\"https:\/\/doi.org\/10.1139\/cjce-2019-0709\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1139\/cjce-2019-0709<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"44\">\n \t<li>Hasan, A.L.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2020. \u201cInfluence of ground motion duration and isolation bearings on the seismic response of base isolated bridges.\u201d Engineering Structures, 222 (1): 111129.\u00a0<a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2020.111129\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.engstruct.2020.111129<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"45\">\n \t<li>Rahman, J.* and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2020. \u201cSeismic performance evaluation of shape memory alloy (SMA) reinforced concrete bridge bents under long-duration motion.\u201d Frontiers in Built Environment, Earthquake Engineering.\u00a0<a href=\"https:\/\/doi.org\/10.3389\/fbuil.2020.601736\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.3389\/fbuil.2020.601736<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"46\">\n \t<li>Islam, K.,\u00a0<strong>Billah, A.H.M.M<\/strong>., Islam, M.*, and Ahmed, K.S. 2020. \u201cExploratory study on bond behavior of stainless steel rebars in concrete.\u201d Structures, 27: 2365-2378.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"47\">\n \t<li>Shahjalal, M.*, Islam, K., Rahman, J.*, Ahmed, K.S. and\u00a0<strong>Billah, A.H.M.M<\/strong>. 2020. \u201cFlexural Response of Fiber Reinforced Concrete Beams with Waste Tires Rubber and Recycled Aggregate.\u201d Journal of Cleaner Production, 278 (1): 123842.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"48\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2020. \u201cSeismic vulnerability assessment of a typical multi- span continuous concrete highway bridge in British Columbia.\u201d Canadian Journal of Civil Engineering,\u00a0<a href=\"https:\/\/doi.org\/10.1139\/cjce-2018-0667\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1139\/cjce-2018-0667<\/a>.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"49\">\n \t<li>Hawarneh, M.A.*,\u00a0<strong>Billah, A.H.M.M.<\/strong>\u00a0and Alam, M.S. 2020. \u201cSeismic fragility assessment of shape memory alloy reinforced concrete bridge piers under long duration and near-fault ground motions.\u201d ACI Structural Journal, Special Publication, January 2020.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"50\">\n \t<li>Nahar, M.*, Islam, K., and\u00a0<strong>Billah A.H.M.M<\/strong>. 2020. \u201cSeismic collapse safety assessment of concrete beam-column joints reinforced with different super elastic shape memory alloy rebars.\u201d Journal of Building Engineering, 29: 101106.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"51\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Todorov, B*.<strong>\u00a0<\/strong>2019. \u201cPerformance evaluation of base isolated bridges at cold temperature including soil structure interaction.\u201d Soil Dynamics and Earthquake Engineering, 126 (2019) 105814.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"52\">\n \t<li>Nahar, M.*,\u00a0<strong>Billah A.H.M.M<\/strong>. Islam, K., and Kamal, H.R. 2019. \u201cNumerical Seismic Performance evaluation of RC beam-column joint reinforced with different super elastic shape memory alloys under cyclic loading.\u201d\u00a0<em>Engineering Structures<\/em>, 194: 161-172.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"53\">\n \t<li>Kabir, M.R.*,\u00a0<strong>Billah A.H.M.M<\/strong>. and Alam, M.S. 2019. \u201cSeismic fragility assessment of a multi- span RC bridge in Bangladesh considering near fault, far field and long duration ground motions.\u201d\u00a0<em>Structures<\/em>, 19:333-348.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"54\">\n \t<li>Zhang, Q.,\u00a0<strong>Billah, A.H.M.M.\u00a0<\/strong>and Gao, Y. 2019. \u201cThe research and application of accelerated bridge construction.\u201d Canadian Civil Engineer, Spring 2019: 17-22.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"55\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2018. \u201cProbabilistic seismic risk assessment of concrete bridge piers reinforced with different types of shape memory alloys.\u201d\u00a0<em>Engineering Structures<\/em>, 162(1): 97-108.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"56\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2016. \u201cPerformance based seismic design of concrete bridge pier reinforced with Shape Memory Alloy- Part 2: Methodology and Application.\u201d\u00a0<em>ASCE Journal of Structural Engineering,\u00a0<\/em>142 (12): 1-5.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"57\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2016. \u201cPerformance based seismic design of concrete bridge pier reinforced with Shape Memory Alloy- Part 1: Development of Performance-Based Damage States.\u201d\u00a0<em>ASCE Journal of Structural Engineering<\/em>, 142 (12): 1-13.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"58\">\n \t<li>Quadir, U.M.T*., Islam. K,\u00a0<strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2016. \u201cMechanical and Durability Properties of Concrete using Recycled Granulated Steel.\u201d Construction and Building Materials, 123 (2016): 174-183.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"59\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2016. \u201cPlastic hinge length of Shape Memory Alloy reinforced concrete column.\u201d\u00a0<em>Engineering Structures<\/em>, 117 (15): 321-331.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"60\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2016. \u201cBond behavior of smooth and sand coated Shape Memory Alloy rebar in concrete.\u201d Structures, 5 (2016): 186-195.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"61\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2015. \u201cSeismic Fragility Assessment of Highway Bridges: A State-of-The-Art Review.\u201d\u00a0<em>Structure and Infrastructure Engineering,\u00a0<\/em>11(6): 804-832.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"62\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2015. \u201cSeismic fragility assessment of concrete bridge piers reinforced with superelastic shape memory alloy.\u201d\u00a0<em>Earthquake Spectra<\/em>, 31 (3): 1515-1541.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"63\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2014. \u201cSeismic performance evaluation of multi-column bridge bent retrofitted with different alternatives.\u201d\u00a0<em>Engineering Structures,\u00a0<\/em>62-63:105-117.\u00a0<strong>(listed as one of the most downloaded Engineering Structures articles in 2014).<\/strong><\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"64\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2013. \u201cSeismic fragility assessment of high strength reinforced concrete columns considering parameter uncertainty,\u201d\u00a0<em>ACI Special Publication<\/em>, SP-293, 1-18.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"65\">\n \t<li>Alam, M.S.,\u00a0<strong>Billah, A.H.M.M<\/strong>., Quayyum, S., Ashraf, M., Rafi, A.N.M. and Rteil, A. 2013. \u201cFire performance curves for unprotected HSS steel columns.\u201d\u00a0<em>Steel and Composite Structures,\u00a0<\/em>15(6):705-724.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"66\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2013. \u201cStatistical distribution of seismic performance criteria of retrofitted multi-column bridge bents using incremental dynamic analysis: a case study.\u201d\u00a0<em>Bulletin of Earthquake Engineering,<\/em>11(6): 2333-2362.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"67\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2013. \u201cPerformance Based Prioritization for seismic retrofitting of reinforced concrete bridge bent.\u201d\u00a0<em>Structure and Infrastructure Engineering<\/em>, DOI: 10.1080\/15732479.2013.772641.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"68\">\n \t<li><strong>Billah, A.H.M.M.,\u00a0<\/strong>Alam, M.S. and Bhuiyan, A.R. 2013. \u201cFragility analysis of retrofitted multi- column bridge bent subjected to near fault and far field ground motion.\u201d\u00a0<em>ASCE Journal of Bridge Engineering,\u00a0<\/em>18(10):992-1004.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"69\">\n \t<li>Alam, M.S., Slater, E. and\u00a0<strong>Billah, A.H.M.M.\u00a0<\/strong>2013. \u201cSustainable Green Concrete made with RCA and FRP Scrap Aggregate: Fresh and Hardened Properties.\u201d\u00a0<em>Journal of Materials in Civil Engineering<\/em>, 25(12):1783-1794.<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"70\">\n \t<li>Alam, M.S., Bhuiyan, A.R. and\u00a0<strong>Billah, A.H.M.M.<\/strong>, 2012. \u201cSeismic fragility assessment of SMA- bar restrained multi-span continuous highway bridge isolated with laminated rubber bearing in medium to strong seismic risk zones,\u201d\u00a0<em>Bulletin of Earthquake Engineering<\/em>, 10 (6) 1885-1909. (<strong>listed as one of the most downloaded\u00a0<\/strong><strong><em>Bull. Earthquake Engineering\u00a0<\/em><\/strong><strong>articles in 2012<\/strong>).<\/li>\n<\/ol>\n<ol class=\"wp-block-list\" start=\"71\">\n \t<li><strong>Billah, A.H.M.M.\u00a0<\/strong>and Alam, M.S. 2012. \u201cSeismic performance of concrete columns reinforced with hybrid shape memory alloy (SMA) and fiber reinforced polymer (FRP) bars,\u201d\u00a0<em>Construction and Building Materials<\/em>, 28 (1):730\u2013742. (<strong>listed as 16th in the top 25 most downloaded\u00a0<\/strong><strong><em>Construction and Building Materials\u00a0<\/em><\/strong><strong>articles in 2012<\/strong>).<\/li>\n<\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Refereed Journal Publications (*supervised HQP) Rahman, J.* and\u00a0Billah, A.H.M.M. 2025. \u201cResilience Assessment of Shape Memory Alloy Reinforced Concrete Coastal Bridges [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"pagelayer_contact_templates":[],"_pagelayer_content":"","site-sidebar-layout":"no-sidebar","site-content-layout":"","ast-site-content-layout":"full-width-container","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"disabled","ast-breadcrumbs-content":"","ast-featured-img":"disabled","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"class_list":["post-39","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/ribslab.ca\/home\/wp-json\/wp\/v2\/pages\/39","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/ribslab.ca\/home\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/ribslab.ca\/home\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/ribslab.ca\/home\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/ribslab.ca\/home\/wp-json\/wp\/v2\/comments?post=39"}],"version-history":[{"count":32,"href":"https:\/\/ribslab.ca\/home\/wp-json\/wp\/v2\/pages\/39\/revisions"}],"predecessor-version":[{"id":883,"href":"https:\/\/ribslab.ca\/home\/wp-json\/wp\/v2\/pages\/39\/revisions\/883"}],"wp:attachment":[{"href":"https:\/\/ribslab.ca\/home\/wp-json\/wp\/v2\/media?parent=39"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}