{"id":3267,"date":"2026-08-12T16:26:34","date_gmt":"2026-08-12T08:26:34","guid":{"rendered":"https:\/\/joscetech.uitm.edu.my\/main\/?p=3267"},"modified":"2026-08-28T10:18:37","modified_gmt":"2026-08-28T02:18:37","slug":"jscet_s_000035-2","status":"publish","type":"post","link":"https:\/\/joscetech.uitm.edu.my\/main\/?p=3267","title":{"rendered":"Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"3267\" class=\"elementor elementor-3267\" data-elementor-post-type=\"post\">\n\t\t\t\t<div class=\"elementor-element elementor-element-51a7fd42 e-flex e-con-boxed e-con e-parent\" data-id=\"51a7fd42\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t<div class=\"elementor-element elementor-element-290b0819 e-con-full e-flex e-con e-child\" data-id=\"290b0819\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-914f12f elementor-widget elementor-widget-html\" data-id=\"914f12f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<article style=\"font-family:sans-serif; color:#333; line-height:1.6; background:#ffffff;\">\r\n    <h1 style=\"font-size:22px; font-weight:bold; color:#111; margin-top:0; margin-bottom:20px; line-height:1.3;\">Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro<\/h1>\r\n    <section style=\"margin-bottom:20px;\"><ul style=\"list-style:none; padding:0; margin:0 0 20px 0;\"><li style=\"margin-bottom:12px;\"><span style=\"font-size:16px; font-weight:bold; color:#800080;\">Rozaina Ismail<\/span><span style=\"display:block; font-size:14px; color:#666;\">Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.<\/span><\/li><li style=\"margin-bottom:12px;\"><span style=\"font-size:16px; font-weight:bold; color:#800080;\">Hariz Izzuddin Shahabuddin<\/span><span style=\"display:block; font-size:14px; color:#666;\">Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.<\/span><\/li><li style=\"margin-bottom:12px;\"><span style=\"font-size:16px; font-weight:bold; color:#800080;\">Rabiatul Adawiyah Johari<\/span><span style=\"display:block; font-size:14px; color:#666;\">Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.<\/span><\/li><li style=\"margin-bottom:12px;\"><span style=\"font-size:16px; font-weight:bold; color:#800080;\">Nuraliah Athirah Zailani<\/span><span style=\"display:block; font-size:14px; color:#666;\">Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.<\/span><\/li><\/ul><\/section>\r\n    <section style=\"margin-bottom:20px;\"><div style=\"font-weight:bold; font-size:16px; margin-bottom:5px; color:#222;\">DOI:<\/div><a href=\"https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035\" target=\"_blank\" style=\"font-size:14px; color:#0066cc; text-decoration:none; word-break:break-all; overflow-wrap:anywhere;\">https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035<\/a><\/section>\r\n    <section style=\"margin-bottom:20px;\"><div style=\"font-weight:bold; font-size:16px; margin-bottom:5px; color:#222;\">Keywords:<\/div><div style=\"font-size:14px;\">seismic analysis, mediumrise concrete building, structural performance, earthquake simulation, STAAD Pro<\/div><\/section>\r\n    <section style=\"margin-bottom:20px;\"><div style=\"font-weight:bold; font-size:16px; margin-bottom:5px; color:#222;\">Abstract<\/div><div style=\"font-size:14px; text-align:justify; color:#333; line-height:1.6;\">This study examines the seismic performance of a medium-rise reinforced concrete building in Malaysia using STAAD Pro software, a widely adopted analytical tool in structural engineering practice. The building is modelled and subjected to seismic simulations based on ground motion data from four significant earthquake events: Cheutsu-Oki, Trinidad, Northridge, and Chi-Chi. The assessment focuses on key structural response parameters, namely shear force, bending moment, and deflection, to evaluate the building\u2019s behaviour under varying seismic intensities. The results demonstrate clear differences in structural response among the earthquake scenarios, with the Northridge event producing the highest stress demands and displacement levels, indicating its governing severity. These findings highlight the critical importance of resilient structural design and continuous improvement of seismic mitigation strategies, even in regions of low-to-moderate seismicity. The novelty of this study lies in its comparative evaluation of multiple real earthquake ground motions applied to a Malaysian medium-rise concrete building using a consistent analytical framework, providing new insight into seismic demand sensitivity and performance trends in low-to-moderate seismic regions. Overall, the study provides meaningful insights for enhancing the seismic resilience of medium-rise concrete structures, contributing to safer and more robust urban built environments.<\/div><\/section>\r\n    <section style=\"margin-bottom:20px;\"><div style=\"font-weight:bold; font-size:16px; margin-bottom:10px; color:#222;\">References<\/div><div style=\"font-size:14px; color:#333; background:#ffffff; padding:0; text-align:justify;\">\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Fujii, K. (2025). Critical response of reinforced concrete moment-resisting frames with steel damper columns subjected to sequences of two pulse-like ground motions. Frontiers in Built Environment, 11, Article 1689930. https:\/\/doi.org\/10.3389\/fbuil.2025.1689930<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Kumar, A., & Ghosh, G. (2025). Assessment of soil amplification effects on the seismic vulnerability of irregular reinforced concrete buildings of varying heights. Scientific Reports, 15, Article 34057. https:\/\/doi.org\/10.1038\/s41598-025-14145-2<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Padalu, P. K. V. R., & Surana, M. (2024). An overview of performance-based seismic design framework for reinforced concrete frame buildings. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 48, 635\u2013667. https:\/\/doi.org\/10.1007\/s40996-023-01217-4<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ramakrishna, B., Swetha, G., Shazia, S. A., Kiran Sai, K., & Durga Venkata Dinesh, S. (2022). Analysis of multi-storied building in different seismic zones using STAAD Pro. IOP Conference Series: Earth and Environmental Science, 982(1), Article 012074. https:\/\/doi.org\/10.1088\/1755-1315\/982\/1\/012074<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Salam, S., & Kumar, E. (2022). Analysis and design of multistorey building by using STAAD Pro software. International Journal of Innovative Research in Engineering & Management, 9, 403\u2013407. https:\/\/doi.org\/10.55524\/ijirem.2022.9.2.62<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Sharma, K. K., Imam, A., Kumar, P., et al. (2025). Displacement-based seismic fragility assessment of a high-rise reinforced concrete building. Scientific Reports, 15, Article 38419. https:\/\/doi.org\/10.1038\/s41598-025-22256-z<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Sooria, S. Z., Sawada, S., & Goto, H. (2012). Proposal for seismic resistant design in Malaysia: Assessment of possible ground motions in Peninsular Malaysia. Annuals of Disaster Prevention Research Institute, Kyoto University, 55B.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Ibrahim, A., & Adnan, A. (2022). Determination of shear wave velocity profile by using multi-channel analysis of surface wave (MASW). Journal of Architecture and Civil Engineering, 7(2), 1\u20136.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Hussin, N. S. A., Ibrahim, A., Rusop, M., & Adnan, A. (2021). The performance of roller compacted concrete (RCC) dam under seismic load. Journal of Architecture and Civil Engineering, 6(6), 13\u201323.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Shamsudin, N., Arshad, M. F., Ibrahim, A., Rusop, M., & Adnan, A. (2021). 2-dimensional finite element analysis of reinforced concrete buildings subjected to seismic load. Journal of Architecture and Civil Engineering, 6(6), 1\u20136.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Rajhan, N. H., Hamid, H. A., & Ibrahim, A. (2019). Experimental data for effect of carbon black loading on tensile, hardness and rebound of magnetic iron filled natural rubber composites. Data in Brief, 25, Article 104166. https:\/\/doi.org\/10.1016\/j.dib.2019.104166<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Ibrahim, A., Rusop, M., & Adnan, A. (2019a). Dynamic mechanical properties of natural rubber vulcanizates with different carbon nanotubes-loaded. AIP Conference Proceedings, 2151(1), Article 020027. https:\/\/doi.org\/10.1063\/1.5121251<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Ibrahim, A., Rusop, M., & Adnan, A. (2019b). Magnetic properties of carbon nanotubes-natural rubber composites. AIP Conference Proceedings, 2151(1), Article 020028. https:\/\/doi.org\/10.1063\/1.5121252<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Ibrahim, A., Hamid, H., Rusop, M., & Adnan, A. (2018a). Experimental study on mechanical properties of elastomer containing carbon nanotubes. Journal of Engineering Science and Technology, 13(3), 565\u2013664.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Ibrahim, A., & Adnan, A. (2018b). Damage assessment of medium-rise reinforced concrete buildings in Peninsular Malaysia subjected to Ranau earthquake. International Journal of Civil Engineering and Technology, 9(7), 881\u2013888.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., & Ismail, M. I. (2017a). Dynamic analysis of concrete faced rockfill dam using finite element method. Journal of Engineering and Applied Sciences, 12(7), 1772\u20131776.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., & Abdul Karim, M. R. (2017b). Concrete bridge pier performance under earthquake loading. Journal of Engineering and Applied Sciences, 12(9), 2254\u20132258.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Ibrahim, A., & Razali, N. (2017c). Vulnerability study of public buildings subjected to earthquake event. MATEC Web of Conferences, 103, Article 02023. https:\/\/doi.org\/10.1051\/matecconf\/201710302023<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Kamsani, M. H., & Mohd Nadzri, N. I. (2017d). Seismic analysis of concrete dam by using finite element method. MATEC Web of Conferences, 103, Article 02024. https:\/\/doi.org\/10.1051\/matecconf\/201710302024<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., & Zamahidi, N. F. (2015). An evaluation of high-rise concrete building performance under low intensity earthquake effects. In M. Yusof et al. (Eds.), InCIEC 2014 (pp. 79\u201386). Springer. https:\/\/doi.org\/10.1007\/978-981-287-290-6_10<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Akmat, A. F. N., Faisal, A., Ibrahim, A., Adnan, A., & Ishak, I. S. (2022). Behaviour of earth fill dam under earthquake load using finite element method: A case study of Semenyih Dam. Journal of Sustainable Civil Engineering and Technology, 1(2), 63\u201377.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Moktar, N. N., Sukati, N. D., Abd Halim, A. Z. H., Erwan, D. N. E. F., Ibrahim, A., Mohd Amin, N., Adnan, A., & Faisal, A. (2023). Seismic behaviour of Beris Dam under six earthquake excitations by using finite element method. Journal of Mechanical Engineering, 20(2), 21\u201335.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Sukati, N. D., Moktar, N. N., Abd Halim, A. Z. H., Erwan, D. N. E. F., Ibrahim, A., Mohd Amin, N., Adnan, A., & Faisal, A. (2023). Seismic performance assessment of Murum Dam under various seismic event. Journal of Mechanical Engineering, 20(1), 135\u2013148.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Ismail, R., Ibrahim, A., Saman, H. M., Mahmood, M. R., & Adnan, A. (2023). Experimental data for the magnetic properties of vulcanized natural rubber nanocomposites using vibrating sample magnetometer (VSM). Data in Brief, 46, Article 108872. https:\/\/doi.org\/10.1016\/j.dib.2022.108872<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Cao, H., Ismail, R., & Mohd Amin, N. (2024). Seismic performance comparison between base isolation and interlayer isolation schemes in twin-tower shear-wall structures with enlarged basement. Nanotechnology Perceptions, 20(S16), 1883\u20131902.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Cao, H., Ismail, R., Mohd Amin, N., & Xiao, M. Z. (2024). A comparative study of base isolation and interlayer isolation applied to a twin tower shear-wall structure with enlarged basement while considering various tower heights. Journal of Electrical Systems, 20(11), 1288\u20131295.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Cao, H., Ismail, R., Mohd Amin, N., & Ma, Z. X. (2025). A comparative analysis of interlayer isolation and base isolation utilized in twin-tower frame seismic isolation structures with an enlarged podium, considering different length-to-width ratios and tower heights. Journal of the Balkan Tribological Association, 31(2), 365\u2013380.<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Cao, H., Ismail, R., & Mohd Amin, N. (2025). An idea of a comprehensive incremental analysis method considering multiple intensity measures and failure modes in seismic isolated structures. Journal of Information Systems Engineering and Management, 10(14s).<\/p>\r\n<p style=\"margin:0 0 12px 0; text-indent:-2.5em; padding-left:2.5em; line-height:1.6; text-align:justify; font-size:14px; color:#333; word-break:break-word; overflow-wrap:anywhere;\">Xie, Y. (2025). Deep learning in earthquake engineering: A comprehensive review. ASCE OPEN: Multidisciplinary Journal of Civil Engineering, 1. https:\/\/doi.org\/10.1061\/AOMJAH.AOENG-0080<\/p>\r\n<\/div><\/section>\r\n<\/article>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-2e2245e5 e-con-full e-flex e-con e-child\" data-id=\"2e2245e5\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5699991e elementor-widget elementor-widget-html\" data-id=\"5699991e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<aside style=\"font-family:sans-serif; color:#333; line-height:1.6; background:#ffffff;\">\r\n    <a href=\"https:\/\/joscetech.uitm.edu.my\/main\/wp-content\/uploads\/2026\/03\/4.-JSCET_S_000035.pdf\" target=\"_blank\" style=\"display:inline-flex; align-items:center; justify-content:center; gap:8px; width:100%; text-align:center; background:#ffffff; color:#800080; border:2px solid #800080; padding:10px 0; text-decoration:none; border-radius:4px; font-weight:bold; font-size:14px; margin-bottom:20px; box-sizing:border-box;\">\r\n        <svg width=\"16\" height=\"16\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#800080\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M21 15v4a2 2 0 0 1-2 2H5a2 2 0 0 1-2-2v-4\"><\/path><polyline points=\"7 10 12 15 17 10\"><\/polyline><line x1=\"12\" y1=\"15\" x2=\"12\" y2=\"3\"><\/line><\/svg>\r\n        PDF \/ DOWNLOAD\r\n    <\/a>\r\n    <div style=\"margin-bottom:15px; font-size:14px;\"><strong style=\"display:block; font-size:12px; color:#888; text-transform:uppercase;\">Published<\/strong><div>31-03-2026<\/div><\/div>\r\n    <div style=\"margin-bottom:15px; font-size:14px;\"><strong style=\"display:block; font-size:12px; color:#888; text-transform:uppercase;\">Issue<\/strong><div>Vol. 5 No. 1 (2026): JSCET March Issue 1<\/div><\/div>\r\n    <div style=\"margin-bottom:15px; font-size:14px;\"><strong style=\"display:block; font-size:12px; color:#888; text-transform:uppercase;\">Section<\/strong><div>Articles<\/div><\/div>\r\n    \r\n    <div style=\"margin-bottom:15px; font-size:14px;\">\r\n        <strong style=\"display:block; font-size:12px; color:#888; text-transform:uppercase; margin-bottom:6px;\">How to Cite<\/strong>\r\n        \r\n        <div id=\"jscet_citation_box\" style=\"margin-bottom:10px; font-size:14px; line-height:1.5; color:#222; word-break:break-word; overflow-wrap:anywhere; text-align:justify;\">\r\n            <div id=\"cite_APA\" class=\"jscet-cite-item\" style=\"display:block;\">Ismail, R., et al. (2026). Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro. <i>Journal of Sustainable Civil Engineering and Technology<\/i>, 5(1), 42-56. <a href=\"https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035\" target=\"_blank\" style=\"font-size:14px; color:#0066cc; text-decoration:none; word-break:break-all; overflow-wrap:anywhere;\">https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035<\/a><\/div>\r\n            <div id=\"cite_ACM\" class=\"jscet-cite-item\" style=\"display:none;\">R. Ismail, H. I. Shahabuddin, R. A. Johari, N. A. Zailani. 2026. Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro. <i>Journal of Sustainable Civil Engineering and Technology<\/i>. 5, 1 (2026), 42-56. DOI:<a href=\"https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035\" target=\"_blank\" style=\"font-size:14px; color:#0066cc; text-decoration:none; word-break:break-all; overflow-wrap:anywhere;\">https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035<\/a><\/div>\r\n            <div id=\"cite_ABNT\" class=\"jscet-cite-item\" style=\"display:none;\">ISMAIL, R.; SHAHABUDDIN, H. I.; JOHARI, R. A.; ZAILANI, N. A.. Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro. <b>Journal of Sustainable Civil Engineering and Technology<\/b>, v. 5, n. 1, p. 42-56, 2026.<\/div>\r\n            <div id=\"cite_Chicago\" class=\"jscet-cite-item\" style=\"display:none;\">Ismail, R., et al.. \"Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro.\" <i>Journal of Sustainable Civil Engineering and Technology<\/i> 5, no. 1 (2026): 42-56. <a href=\"https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035\" target=\"_blank\" style=\"font-size:14px; color:#0066cc; text-decoration:none; word-break:break-all; overflow-wrap:anywhere;\">https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035<\/a><\/div>\r\n            <div id=\"cite_Harvard\" class=\"jscet-cite-item\" style=\"display:none;\">Ismail, R., et al., 2026. Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro. <i>Journal of Sustainable Civil Engineering and Technology<\/i>, 5(1), pp.42-56.<\/div>\r\n            <div id=\"cite_IEEE\" class=\"jscet-cite-item\" style=\"display:none;\">R. Ismail, H. I. Shahabuddin, R. A. Johari, N. A. Zailani, \"Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro,\" <i>J. Sust. Civ. Eng. Tech.<\/i>, vol. 5, no. 1, pp. 42-56, 2026. doi: <a href=\"https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035\" target=\"_blank\" style=\"font-size:14px; color:#0066cc; text-decoration:none; word-break:break-all; overflow-wrap:anywhere;\">https:\/\/doi.org\/10.24191\/jscet.v5i1.JSCET_S_000035<\/a><\/div>\r\n            <div id=\"cite_MLA\" class=\"jscet-cite-item\" style=\"display:none;\">Ismail, Rozaina, et al.. \"Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro.\" <i>Journal of Sustainable Civil Engineering and Technology<\/i>, vol. 5, no. 1, 2026, pp. 42-56.<\/div>\r\n        <\/div>\r\n\r\n        <div style=\"border:1px solid #ddd; border-radius:4px; background:#ffffff; overflow:hidden;\">\r\n            <div style=\"padding:8px 12px; font-weight:bold; font-size:12px; color:#555; background:#f8f9fa; border-bottom:1px solid #ddd;\">More Citation Formats<\/div>\r\n            <div style=\"padding:6px 0;\">\r\n                <select onchange=\"(function(e){var items=document.querySelectorAll('.jscet-cite-item');for(var i=0;i<items.length;i++){items[i].style.display='none';}var selected=document.getElementById('cite_'+e.value);if(selected){selected.style.display='block';}})(this)\" style=\"width:92%; margin:4px 4%; padding:6px; font-size:13px; border:1px solid #ccc; border-radius:3px;\">\r\n                    <option value=\"APA\" selected>APA (Default)<\/option>\r\n                    <option value=\"ACM\">ACM<\/option>\r\n                    <option value=\"ABNT\">ABNT<\/option>\r\n                    <option value=\"Chicago\">Chicago<\/option>\r\n                    <option value=\"Harvard\">Harvard<\/option>\r\n                    <option value=\"IEEE\">IEEE<\/option>\r\n                    <option value=\"MLA\">MLA<\/option>\r\n                <\/select>\r\n            <\/div>\r\n            <div style=\"border-top:1px solid #eee; padding:8px 12px; background:#fafafa;\">\r\n                <div style=\"font-weight:bold; font-size:11px; color:#777; text-transform:uppercase; margin-bottom:6px;\">Download Citation<\/div>\r\n                <div style=\"display:flex; flex-direction:column; gap:4px; font-size:13px;\">\r\n                    <a href=\"data:text\/plain;charset=utf-8,TY%20%20-%20JOUR%0ATI%20%20-%20Seismic%20Performance%20Assessment%20of%20a%20Medium-Rise%20Concrete%20Building%20under%20Multiple%20Earthquake%20Scenarios%20Using%20STAAD%20Pro%0AJO%20%20-%20Journal%20of%20Sustainable%20Civil%20Engineering%20and%20Technology%0APY%20%20-%202026%0AVL%20%20-%205%0AIS%20%20-%201%0ASP%20%20-%2042-56%0ADO%20%20-%20https%3A%2F%2Fdoi.org%2F10.24191%2Fjscet.v5i1.JSCET_S_000035%0AER%20%20-\" download=\"citation.ris\" style=\"color:#0066cc; text-decoration:none;\">\ud83d\udce5 EndNote \/ Zotero \/ Mendeley (RIS)<\/a>\r\n                    <a href=\"data:text\/plain;charset=utf-8,%40article%7Bjscet_2026%2C%0A%20%20title%3D%7BSeismic%20Performance%20Assessment%20of%20a%20Medium-Rise%20Concrete%20Building%20under%20Multiple%20Earthquake%20Scenarios%20Using%20STAAD%20Pro%7D%2C%0A%20%20author%3D%7BRozaina%20Ismail%20and%20Hariz%20Izzuddin%20Shahabuddin%20and%20Rabiatul%20Adawiyah%20Johari%20and%20Nuraliah%20Athirah%20Zailani%7D%2C%0A%20%20journal%3D%7BJournal%20of%20Sustainable%20Civil%20Engineering%20and%20Technology%7D%2C%0A%20%20volume%3D%7B5%7D%2C%0A%20%20number%3D%7B1%7D%2C%0A%20%20pages%3D%7B42-56%7D%2C%0A%20%20year%3D%7B2026%7D%2C%0A%20%20doi%3D%7Bhttps%3A%2F%2Fdoi.org%2F10.24191%2Fjscet.v5i1.JSCET_S_000035%7D%0A%7D\" download=\"citation.bib\" style=\"color:#0066cc; text-decoration:none;\">\ud83d\udce5 BibTeX<\/a>\r\n                <\/div>\r\n            <\/div>\r\n        <\/div>\r\n    <\/div>\r\n<\/aside>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Seismic Performance Assessment of a Medium-Rise Concrete Building under Multiple Earthquake Scenarios Using STAAD Pro Rozaina IsmailFaculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia. Hariz Izzuddin ShahabuddinFaculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia. Rabiatul Adawiyah JohariFaculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"elementor_header_footer","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[5,1,22],"tags":[],"class_list":["post-3267","post","type-post","status-publish","format-standard","hentry","category-structures-and-construction-technology","category-uncategorized","category-volume-5-issue-1"],"acf":[],"_links":{"self":[{"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=\/wp\/v2\/posts\/3267","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=3267"}],"version-history":[{"count":15,"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=\/wp\/v2\/posts\/3267\/revisions"}],"predecessor-version":[{"id":4234,"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=\/wp\/v2\/posts\/3267\/revisions\/4234"}],"wp:attachment":[{"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=3267"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=3267"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/joscetech.uitm.edu.my\/main\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=3267"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}