{"id":50,"date":"2025-01-12T19:26:01","date_gmt":"2025-01-12T19:26:01","guid":{"rendered":"https:\/\/wpsites.ucalgary.ca\/ribslab\/?page_id=50"},"modified":"2025-02-16T06:21:35","modified_gmt":"2025-02-16T06:21:35","slug":"journal-articles","status":"publish","type":"page","link":"https:\/\/wpsites.ucalgary.ca\/ribslab\/journal-articles\/","title":{"rendered":"Journal Articles"},"content":{"rendered":"\n<hr class=\"wp-block-separator alignfull has-alpha-channel-opacity is-style-wide\" \/>\n\n\n\n<figure class=\"wp-block-image aligncenter size-large\"><img decoding=\"async\" width=\"1024\" height=\"535\" data-src=\"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-content\/uploads\/sites\/153\/2025\/02\/Picture3-1024x535.png\" alt=\"\" class=\"wp-image-701 lazyload\" data-srcset=\"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-content\/uploads\/sites\/153\/2025\/02\/Picture3-1024x535.png 1024w, https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-content\/uploads\/sites\/153\/2025\/02\/Picture3-300x157.png 300w, https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-content\/uploads\/sites\/153\/2025\/02\/Picture3-768x401.png 768w, https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-content\/uploads\/sites\/153\/2025\/02\/Picture3-1536x802.png 1536w, https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-content\/uploads\/sites\/153\/2025\/02\/Picture3-2048x1070.png 2048w\" data-sizes=\"(max-width: 1024px) 100vw, 1024px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 1024px; --smush-placeholder-aspect-ratio: 1024\/535;\" \/><\/figure>\n\n\n\n<p class=\"has-text-align-center has-ast-global-color-1-color has-text-color has-link-color has-large-font-size wp-elements-33832d7aa51a2141a7b81097945639cd\" style=\"padding-top:var(--wp--preset--spacing--60);padding-bottom:var(--wp--preset--spacing--60)\"><strong>Refereed Journal Publications (*supervised HQP)<\/strong><\/p>\n\n\n\n<ol start=\"1\" class=\"wp-block-list\">\n<li>Rahman, J.* and <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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"2\" class=\"wp-block-list\">\n<li>Mohammadgholipour, A.* and <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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"3\" class=\"wp-block-list\">\n<li>Fisher, A.*, Moreira, L., <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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"4\" class=\"wp-block-list\">\n<li>Aghaeidoost, V.* and <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. <a href=\"https:\/\/doi.org\/10.1002\/eqe.4100\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/eqe.4100<\/a>.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"5\" class=\"wp-block-list\">\n<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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"6\" class=\"wp-block-list\">\n<li>Chowdhury, A.*, <strong>Billah, A.H.M.M.<\/strong> and Alam, M.S. 2024. \u201cPerformance-Based Seismic Design for Retrofitting Bridges: Developing Performance-Based Damage States.\u201d ASCE Journal of Bridge Engineering, 29 (7). <a href=\"https:\/\/doi.org\/10.1061\/JBENF2.BEENG-6236\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1061\/JBENF2.BEENG-6236<\/a>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"7\" class=\"wp-block-list\">\n<li>Fisher, A.*, Tan, X., <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.&nbsp;<a href=\"https:\/\/doi.org\/10.1371\/journal.pone.0303646\">https:\/\/doi.org\/10.1371\/journal.pone.0303646<\/a><\/li>\n<\/ol>\n\n\n\n<p><\/p>\n\n\n\n<ol start=\"8\" class=\"wp-block-list\">\n<li>Movahhed, A.S., <strong>Billah, A.H.M.M.,<\/strong> Shirkhani, 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.&nbsp;DOI: 10.1080\/24705314.2024.2314816.&nbsp;&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<p><\/p>\n\n\n\n<ol start=\"9\" class=\"wp-block-list\">\n<li>Cakiroglu, C., Tusher, T.H*., Shahjalal, M*., Islam, K., <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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"10\" class=\"wp-block-list\">\n<li>Mohammadgholipour, A.* and <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.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"11\" class=\"wp-block-list\">\n<li>Rahman, J.*, <strong>Billah, A.H.M.M,<\/strong> Arafin, 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. <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2023.117038\">https:\/\/doi.org\/10.1016\/j.engstruct.2023.117038<\/a>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"12\" class=\"wp-block-list\">\n<li>Arafin, P.*, Issa, A. and <strong>Billah, A.H.M.M<\/strong>. 2024. \u201cDeep Learning Based Concrete Defects Classification and Detection Using Semantic Segmentation.\u201d Structural Health Monitoring, <a href=\"https:\/\/doi.org\/10.1177\/14759217231168212\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1177\/14759217231168212<\/a>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"13\" class=\"wp-block-list\">\n<li>Sabrin, R.*, Shahjalal, M.*, Bachu, H.E., Habib, M.L., Jerin, T*. and <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.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"14\" class=\"wp-block-list\">\n<li>George, G., Bindhu, K.R. and <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.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"15\" class=\"wp-block-list\">\n<li>Badroddin, M.* and <strong>Billah, A.H.M.M<\/strong>. 2023. \u201cMulti-state Functionality Restoration of Highway Bridges Using Stochastic Process.\u201d Engineering Structures, 293: 116623.&nbsp;<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\n\n\n<p><\/p>\n\n\n\n<ol start=\"16\" class=\"wp-block-list\">\n<li>Mohammadgholipour, A.* and <strong>Billah, A.H.M.M.<\/strong> 2023. \u201cMechanical Properties and Constitutive Models of Shape Memory Alloy for Structural Engineering: A Review.\u201d Journal of Intelligent Material Systems and Structures, February 2023. <a href=\"https:\/\/doi.org\/10.1177\/1045389X231185458\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1177\/1045389X231185458<\/a>&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"17\" class=\"wp-block-list\">\n<li>George, G*., Bindhu, K.R. and <strong>Billah, A.H.M.M.<\/strong> 2023. \u201cCyclic load behaviour of reinforced concrete columns with SMA and ECC in the critical regions.\u201d&nbsp; Structures 58, 105497.&nbsp;<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\n\n\n<p><\/p>\n\n\n\n<ol start=\"18\" class=\"wp-block-list\">\n<li>Ghollipour, G.* and <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. <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>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"19\" class=\"wp-block-list\">\n<li>Cakiroglu, C., Shahjalal, M.*, Islam, K., Mahmood, S.M.F., <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.&nbsp;<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\n\n\n<p><\/p>\n\n\n\n<ol start=\"20\" class=\"wp-block-list\">\n<li>Aghaeidoost, V.* and <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. <a href=\"https:\/\/doi.org\/10.1080\/15732479.2023.2199402\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1080\/15732479.2023.2199402<\/a>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"21\" class=\"wp-block-list\">\n<li>Rahman, J.*, Arafin, P.* and <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.&nbsp;<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\n\n\n<p><\/p>\n\n\n\n<ol start=\"22\" class=\"wp-block-list\">\n<li>Rahman, J.* and <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. <a href=\"https:\/\/doi.org\/10.1061\/JBENF2.BEENG-5899\">https:\/\/doi.org\/10.1061\/JBENF2.BEENG-5899<\/a>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<p><\/p>\n\n\n\n<ol start=\"23\" class=\"wp-block-list\">\n<li>Khan, M.S.A.*, Kabir. G., <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 <a href=\"https:\/\/doi.org\/10.1080\/23789689.2022.2126624\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1080\/23789689.2022.2126624<\/a>.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"24\" class=\"wp-block-list\">\n<li>Karim, M.R.*; Islam, K.; <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. <a href=\"https:\/\/doi.org\/10.1061\/(ASCE)CC.1943-5614.0001280\">https:\/\/doi.org\/10.1061\/(ASCE)CC.1943-5614.0001280&nbsp;&nbsp;<\/a><\/li>\n<\/ol>\n\n\n\n<ol start=\"25\" class=\"wp-block-list\">\n<li>Barkhordari, M.S. and <strong>Billah, A.H.M.M. <\/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. <a href=\"https:\/\/doi.org\/10.1061\/(ASCE)SC.1943-5576.0000741\">https:\/\/doi.org\/10.1061\/(ASCE)SC.1943-5576.0000741&nbsp;&nbsp;<\/a><\/li>\n<\/ol>\n\n\n\n<ol start=\"26\" class=\"wp-block-list\">\n<li>Ghollipour, G.* and <strong>Billah, A.H.M.M.<\/strong> 2022. \u201cDynamic Behavior of Rocking Concrete Bridge Piers Subjected to Vehicle Collisions.\u201d ASCE Journal of Structural Engineering, 148 (11): <a href=\"https:\/\/doi.org\/10.1061\/JSENDH.STENG-11463\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1061\/JSENDH.STENG-11463<\/a>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"27\" class=\"wp-block-list\">\n<li>Ghollipour, G.* and <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. <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>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"28\" class=\"wp-block-list\">\n<li>Khan, M.S.A.*; Etonyeaku, L.C.; Kabir, G; <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). <a href=\"https:\/\/doi.org\/10.1139\/cjce-2021-0503\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1139\/cjce-2021-0503<\/a>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"29\" class=\"wp-block-list\">\n<li>Arafin, P.*, Issa, A. and <strong>Billah, A.H.M.M<\/strong>. 2022. \u201cPerformance Comparison of Multiple Convolutional Neural Networks for Concrete Defects Classification.\u201d Sensors, 22(22): 8714. <a href=\"https:\/\/doi.org\/10.3390\/s22228714\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.3390\/s22228714<\/a>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"30\" class=\"wp-block-list\">\n<li>Ghollipour, G.* and <strong>Billah, A.H.M.M.<\/strong> 2022. \u201cNumerical investigation of Shape Memory Alloy reinforced bridge piers subjected to Lateral Impact Loads.\u201d ASCE Journal of Bridge Engineering, 27 (8): <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>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"31\" class=\"wp-block-list\">\n<li>Ghollipour, G.* and <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&nbsp; International Journal of Impact Engineering, 168:104297. <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>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"32\" class=\"wp-block-list\">\n<li>Ghollipour, G.* and <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): <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>.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"33\" class=\"wp-block-list\">\n<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). <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\n\n\n<p><\/p>\n\n\n\n<ol start=\"34\" class=\"wp-block-list\">\n<li>Todorov, B*. and <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. <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>&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"35\" class=\"wp-block-list\">\n<li>Aghaeidoost, V.* and <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, <a href=\"https:\/\/doi.org\/10.1002\/stc.2971\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stc.2971<\/a>.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"36\" class=\"wp-block-list\">\n<li>Hasan, A.L.* and <strong>Billah, A.H.M.M.<\/strong> 2022. \u201cSuperabsorbent cellulose fibers for reducing drying shrinkage and micro-cracking in concrete.\u201d Canadian Journal of Civil Engineering, 49 (8).&nbsp;<a href=\"https:\/\/doi.org\/10.1139\/cjce-2021-0404\">https:\/\/doi.org\/10.1139\/cjce-2021-0404<\/a><\/li>\n<\/ol>\n\n\n\n<p><\/p>\n\n\n\n<ol start=\"37\" class=\"wp-block-list\">\n<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.&nbsp;<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\n\n\n<p><\/p>\n\n\n\n<ol start=\"38\" class=\"wp-block-list\">\n<li>Kabir, M.A.*, Hasan, A.S. and <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.&nbsp;<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\n\n\n<p><\/p>\n\n\n\n<ol start=\"39\" class=\"wp-block-list\">\n<li>Cakiroglu, C.; Islam, K.; Bekda\u015f, G.; <strong>Billah, A.H.M.M<\/strong>. 2021. \u201cCO<sub>2<\/sub> Emission and Cost Optimization of Concrete-Filled Steel Tubular (CFST) Columns Using Metaheuristic Algorithms.\u201d Sustainability 2021, 13, 8092. <a href=\"https:\/\/doi.org\/10.3390\/su13148092\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.3390\/su13148092<\/a>.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"40\" class=\"wp-block-list\">\n<li>Todorov, B*. and <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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"41\" class=\"wp-block-list\">\n<li>Suleiman, M.*, Elshaer, A., <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)&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"42\" class=\"wp-block-list\">\n<li>Siddique, K*, <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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"43\" class=\"wp-block-list\">\n<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, <a href=\"https:\/\/doi.org\/10.1139\/cjce-2019-0709\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1139\/cjce-2019-0709<\/a>.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"44\" class=\"wp-block-list\">\n<li>Hasan, A.L.* and <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. <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>.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"45\" class=\"wp-block-list\">\n<li>Rahman, J.* and <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. <a href=\"https:\/\/doi.org\/10.3389\/fbuil.2020.601736\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.3389\/fbuil.2020.601736<\/a>.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"46\" class=\"wp-block-list\">\n<li>Islam, K., <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.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"47\" class=\"wp-block-list\">\n<li>Shahjalal, M.*, Islam, K., Rahman, J.*, Ahmed, K.S. and <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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"48\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/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, <a href=\"https:\/\/doi.org\/10.1139\/cjce-2018-0667\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1139\/cjce-2018-0667<\/a>.&nbsp;&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"49\" class=\"wp-block-list\">\n<li>Hawarneh, M.A.*, <strong>Billah, A.H.M.M.<\/strong> and 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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"50\" class=\"wp-block-list\">\n<li>Nahar, M.*, Islam, K., and <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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"51\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/strong>and Todorov, B*.<strong> <\/strong>2019. \u201cPerformance evaluation of base isolated bridges at cold temperature including soil structure interaction.\u201d Soil Dynamics and Earthquake Engineering, 126 (2019) 105814.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"52\" class=\"wp-block-list\">\n<li>Nahar, M.*, <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 <em>Engineering Structures<\/em>, 194: 161-172.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"53\" class=\"wp-block-list\">\n<li>Kabir, M.R.*, <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 <em>Structures<\/em>, 19:333-348.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"54\" class=\"wp-block-list\">\n<li>Zhang, Q., <strong>Billah, A.H.M.M. <\/strong>and Gao, Y. 2019. \u201cThe research and application of accelerated bridge construction.\u201d Canadian Civil Engineer, Spring 2019: 17-22.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"55\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/strong>and Alam, M.S. 2018. \u201cProbabilistic seismic risk assessment of concrete bridge piers reinforced with different types of shape memory alloys.\u201d <em>Engineering Structures<\/em>, 162(1): 97-108.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"56\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/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 <em>ASCE Journal of Structural Engineering, <\/em>142 (12): 1-5.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"57\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/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 <em>ASCE Journal of Structural Engineering<\/em>, 142 (12): 1-13.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"58\" class=\"wp-block-list\">\n<li>Quadir, U.M.T*., Islam. K, <strong>Billah, A.H.M.M. <\/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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"59\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/strong>and Alam, M.S. 2016. \u201cPlastic hinge length of Shape Memory Alloy reinforced concrete column.\u201d <em>Engineering Structures<\/em>, 117 (15): 321-331.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"60\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/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.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"61\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/strong>and Alam, M.S. 2015. \u201cSeismic Fragility Assessment of Highway Bridges: A State-of-The-Art Review.\u201d <em>Structure and Infrastructure Engineering, <\/em>11(6): 804-832.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"62\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/strong>and Alam, M.S. 2015. \u201cSeismic fragility assessment of concrete bridge piers reinforced with superelastic shape memory alloy.\u201d <em>Earthquake Spectra<\/em>, 31 (3): 1515-1541.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"63\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/strong>and Alam, M.S. 2014. \u201cSeismic performance evaluation of multi-column bridge bent retrofitted with different alternatives.\u201d <em>Engineering Structures, <\/em>62-63:105-117. <strong>(listed as one of the most downloaded Engineering Structures articles in 2014).<\/strong>&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"64\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/strong>and Alam, M.S. 2013. \u201cSeismic fragility assessment of high strength reinforced concrete columns considering parameter uncertainty,\u201d <em>ACI Special Publication<\/em>, SP-293, 1-18.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"65\" class=\"wp-block-list\">\n<li>Alam, M.S., <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 <em>Steel and Composite Structures, <\/em>15(6):705-724.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"66\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/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.&#8221; <em>Bulletin of Earthquake Engineering,<\/em>11(6): 2333-2362.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"67\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/strong>and Alam, M.S. 2013. \u201cPerformance Based Prioritization for seismic retrofitting of reinforced concrete bridge bent.\u201d <em>Structure and Infrastructure Engineering<\/em>, DOI: 10.1080\/15732479.2013.772641.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"68\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M., <\/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 <em>ASCE Journal of Bridge Engineering, <\/em>18(10):992-1004.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"69\" class=\"wp-block-list\">\n<li>Alam, M.S., Slater, E. and <strong>Billah, A.H.M.M. <\/strong>2013. \u201cSustainable Green Concrete made with RCA and FRP Scrap Aggregate: Fresh and Hardened Properties.&#8221; <em>Journal of Materials in Civil Engineering<\/em>, 25(12):1783-1794.&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"70\" class=\"wp-block-list\">\n<li>Alam, M.S., Bhuiyan, A.R. and <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 <em>Bulletin of Earthquake Engineering<\/em>, 10 (6) 1885-1909. (<strong>listed as one of the most downloaded <\/strong><strong><em>Bull. Earthquake Engineering <\/em><\/strong><strong>articles in 2012<\/strong>).&nbsp;<\/li>\n<\/ol>\n\n\n\n<ol start=\"71\" class=\"wp-block-list\">\n<li><strong>Billah, A.H.M.M. <\/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 <em>Construction and Building Materials<\/em>, 28 (1):730\u2013742. (<strong>listed as 16th in the top 25 most downloaded <\/strong><strong><em>Construction and Building Materials <\/em><\/strong><strong>articles in 2012<\/strong>).&nbsp;<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Refereed Journal Publications (*supervised HQP)<\/p>\n","protected":false},"author":705,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","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":"","footer-sml-layout":"","ast-disable-related-posts":"","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-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":"","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-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":"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":""},"mobile":{"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":""}},"ngg_post_thumbnail":0,"footnotes":""},"class_list":["post-50","page","type-page","status-publish","hentry"],"featured_image_src":null,"featured_image_src_square":null,"_links":{"self":[{"href":"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-json\/wp\/v2\/pages\/50","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-json\/wp\/v2\/users\/705"}],"replies":[{"embeddable":true,"href":"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-json\/wp\/v2\/comments?post=50"}],"version-history":[{"count":15,"href":"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-json\/wp\/v2\/pages\/50\/revisions"}],"predecessor-version":[{"id":702,"href":"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-json\/wp\/v2\/pages\/50\/revisions\/702"}],"wp:attachment":[{"href":"https:\/\/wpsites.ucalgary.ca\/ribslab\/wp-json\/wp\/v2\/media?parent=50"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}