{"id":313,"date":"2016-01-12T16:12:58","date_gmt":"2016-01-12T22:12:58","guid":{"rendered":"http:\/\/www.engineering.iastate.edu\/people\/profile\/jshen\/"},"modified":"2026-09-09T20:05:59","modified_gmt":"2026-09-10T01:05:59","slug":"jshen","status":"publish","type":"profile","link":"https:\/\/www.engineering.iastate.edu\/people\/profile\/jshen\/","title":{"rendered":"Shen, Jiehua"},"author":308,"template":"","affiliation":[4],"department":[1217,8],"group":[1240,1244],"interest":[487,486,485],"class_list":["post-313","profile","type-profile","status-publish","hentry","affiliation-faculty","department-ccee-emeritus-faculty","department-ccee","group-ccee-research-groups","group-struct-engr","interest-inelastic-behavior-of-steel-structures","interest-multi-scale-model-based-simulations","interest-performance-based-seismic-design-and-retrofit-of-steel-structures"],"firstname":"Jiehua","key_research_area":"","netid":"jshen","isu_title":"P-20132046-02040 Associate Professor [CCE E]","email":"jshen@iastate.edu","external_link":"","hide_isu_title":"1","nickname":"Jay","info":"<h4 id=\"education-header\" class=\"dir-header\">Education<\/h4>\r\n<div>\r\n<ul>\r\n \t<li>Ph.D. Civil Engineering, University of California at Berkeley, 1992<\/li>\r\n \t<li>M. S. Civil Engineering, Chinese Academy of Sciences, Beijing, China, 1985<\/li>\r\n \t<li>B.S. Civil Engineering, Hefei University of Technology, China, 1982<\/li>\r\n<\/ul>\r\n<\/div>\r\n<h4 id=\"interest-header&quot;\" class=\"dir-header\">Interest Areas<\/h4>\r\n<div>\r\n<ul>\r\n \t<li>Performance-based seismic design of steel structures<\/li>\r\n \t<li>Model-based simulations<\/li>\r\n \t<li>Inelastic behavior of steel structures<\/li>\r\n<\/ul>\r\n<\/div>","middle_name":"Jay","isu_office":"492 Town Engr. $ 813 Bissell Rd. # Ames, IA 500111066","uid":[],"hide_isu_office":"1","lastname":"Shen","publications":"<p>Referred papers in last five years:<\/p><p class=\"MsoListParagraphCxSpFirst\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-fareast-font-family: Aptos; mso-fareast-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin;\"><span style=\"mso-list: Ignore;\">1.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black;\">H. Zhang and <strong style=\"mso-bidi-font-weight: normal;\">J. Shen<\/strong><\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-bidi-font-weight: bold;\">, \u201c<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; mso-bidi-font-weight: bold;\">F<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; color: black; background: white;\">easibility Study of Capacitor-based Smart Washer Sensor System for Highway SLTS Structures<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; mso-bidi-font-weight: bold;\">\u201d,<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-bidi-font-weight: bold;\"><span style=\"mso-spacerun: yes;\">\u00a0 <\/span>Journal of the Transportation Research Board, National Academy of Sciences\/TRBS, August<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin;\"> 2024 (<em>Accepted<\/em>)<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; mso-fareast-language: ZH-CN;\">.<\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-fareast-font-family: Aptos; mso-fareast-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin;\"><span style=\"mso-list: Ignore;\">2.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black;\">Seker<strong style=\"mso-bidi-font-weight: normal;\">, J. Shen<\/strong>, <span style=\"mso-no-proof: yes;\">M. Faytarouni, <\/span><\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">A. Bulent<span style=\"color: black; mso-no-proof: yes;\">, Hanming Zhang<\/span><span style=\"color: black; mso-no-proof: yes;\">,<span style=\"mso-spacerun: yes;\">\u00a0 <\/span>Peizhe Li<\/span>,<span style=\"color: black; mso-no-proof: yes;\"> \u201cCyclic behavior of <\/span><span style=\"mso-bidi-font-weight: bold;\">channel-encased braces incorporating round HSS<\/span><\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; mso-bidi-font-weight: bold;\">\u201d<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin;\">, <em><span style=\"mso-spacerun: yes;\">\u00a0<\/span><\/em><\/span><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; mso-fareast-language: ZH-CN;\">Structures<\/span><\/em><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; mso-fareast-language: ZH-CN;\"> <span style=\"mso-spacerun: yes;\">\u00a0<\/span><\/span><a title=\"Go to table of contents for this volume\/issue\" href=\"https:\/\/www.sciencedirect.com\/journal\/structures\/vol\/57\/suppl\/C\"><span class=\"anchor-text\"><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; color: windowtext; text-decoration: none; text-underline: none;\">Volume 57<\/span><\/span><\/a><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin;\">,\u00a0November 2023, 105072<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Aptos; mso-bidi-theme-font: minor-latin; mso-fareast-language: ZH-CN;\">.<\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">3.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black;\">J. Shen<\/span><\/strong><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-bidi-font-weight: bold;\">, \u201cImpact of unique practice in concentrically braced frames on their seismic performance\u201d, <em>Journal of Constructional Steel Research<\/em><span style=\"mso-bidi-font-style: italic;\"> 201 (2023) 107718. <\/span><\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">4.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black;\">S. Kilic, <\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">A. Bulent<strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">, J. Shen, <\/span><\/strong><span style=\"color: black;\">\u00a0<span style=\"mso-no-proof: yes;\">F. Paolacci, , \u201c<\/span><\/span><\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Arial;\">Seismic Behavior of Liquid Storage Tanks with 2D and 3D Base Isolation Systems<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Calibri; mso-bidi-font-weight: bold;\">\u201d<\/span><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Calibri; color: black;\">,<\/span><em><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Calibri;\"> Int. Journal of Structural <\/span><\/em><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Calibri; mso-fareast-language: ZH-CN;\">Engineering and Mechanics<\/span><\/em><span style=\"font-size: 11.0pt; font-family: 'Aptos',sans-serif; mso-ascii-theme-font: minor-latin; mso-hansi-theme-font: minor-latin; mso-bidi-font-family: Calibri; mso-fareast-language: ZH-CN;\"> (June 2022). <\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">5.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black;\">Seker<strong style=\"mso-bidi-font-weight: normal;\">, J. Shen<\/strong>, <span style=\"mso-no-proof: yes;\">M. Faytarouni, <\/span><\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">A. Bulent<span style=\"color: black; mso-no-proof: yes;\">, \u201c<\/span><span style=\"mso-bidi-font-weight: bold;\">Investigation of channel-encased braces incorporating circular HSS\u201d<\/span><span style=\"color: black;\">, <\/span><em><span style=\"mso-spacerun: yes;\">\u00a0<\/span><\/em><\/span><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-language: ZH-CN;\">Engineering Structures<\/span><\/em><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-language: ZH-CN;\"> 230 (2021) 111692.<\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">6.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">X. Feng, <span style=\"color: black;\">J. Yu, <\/span>and <strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">J. Shen<\/span><\/strong>, \u201cSeismic behavior composite <span style=\"color: black;\">steel plate shear walls with rubber-coated uplift-restrained studs\u201d, <\/span><em>Journal of Constructional Steel Research<\/em><span style=\"mso-bidi-font-style: italic;\"> 182 (2021) 106683<\/span> <\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-align: justify; text-justify: inter-ideograph; text-indent: -.25in; mso-list: l0 level1 lfo1; mso-layout-grid-align: none; text-autospace: none; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri;\"><span style=\"mso-list: Ignore;\">7.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0 \u00a0 <\/span><\/span><\/span><\/em><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">Faytarouni, M.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">,<\/span> Micheli, L.,<span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\"> <strong style=\"mso-bidi-font-weight: normal;\">Shen,<\/strong> <strong style=\"mso-bidi-font-weight: normal;\">J., <\/strong>Seker, O.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">, Akbas, B.<\/span><sup><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-bidi-font-family: 'Times New Roman'; color: black;\">\u00a0<\/span><\/sup><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-fareast-language: ZH-CN;\">\u201c <\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">Seismic Column Splice Demands in Braced Frames with Buckling Controlled Braces<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-fareast-language: ZH-CN;\">\u201d, Proceedings of International Structural Engineering and Construction Engineering Projects, 8(1), 2021 <\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">8.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">M.<span style=\"color: black; mso-no-proof: yes;\"> Faytarouni<\/span><sup><span style=\"color: black;\">+<\/span><\/sup><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">, J. Shen<sup>*<\/sup><\/span><\/strong><span style=\"color: black; mso-no-proof: yes;\">,<\/span><span style=\"color: black;\"><span style=\"mso-spacerun: yes;\">\u00a0 <\/span>O. Seker<sup>+<\/sup>,<span style=\"mso-spacerun: yes;\">\u00a0 <\/span>and <\/span><span style=\"mso-no-proof: yes;\">B. Akbas<\/span><sup><span style=\"color: black;\">+<\/span><\/sup><span style=\"mso-no-proof: yes;\">,<span style=\"mso-spacerun: yes;\">\u00a0 <\/span>\u201c<\/span><span style=\"color: black;\">Seismic demand on column splices in<span style=\"mso-spacerun: yes;\">\u00a0 <\/span>concentrically braced frames considering brace fracture\u201d<em style=\"mso-bidi-font-style: normal;\">, <\/em><\/span><em><span style=\"mso-spacerun: yes;\">\u00a0<\/span>Journal of Constructional Steel Research<\/em><span style=\"mso-bidi-font-style: italic;\">, 175 (<\/span><span style=\"color: black;\"> 2020) 106350. <\/span><\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">9.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black;\">J. Yu, <\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">H. Yu, X. Feng, C. Dang, T. Hou, and <strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">J. Shen<\/span><\/strong>, \u201c<span style=\"color: black;\">Behavior of steel plate shear walls with different types of partially-encased columns\u201d, <\/span><em>Journal of Constructional Steel Research<\/em><span style=\"mso-bidi-font-style: italic;\"> 170 (2020) 106123<\/span>. <\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">10.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><\/em><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">Romero, D. Z, Akbas, B. , Budiman, J., and <strong>Jay Shen<\/strong><\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Batang;\">, \u201cAn Economic Risk-based Seismic Performance Evaluation of Structures\u201d, <\/span><em><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">Bulletin of Earthquake Engineering<\/span><\/em><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">, 18 (7) (2020)3351-3381. DOI: <span style=\"color: #333333;\">10.1007\/s10518-020-00822-2.<\/span><span style=\"mso-spacerun: yes;\">\u00a0\u00a0 <\/span><\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">11.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><\/em><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">M.<span style=\"mso-no-proof: yes;\"> Faytarouni<\/span>, O. Seker, B<span style=\"mso-no-proof: yes;\">. Akbas<\/span><span style=\"mso-no-proof: yes;\">, <\/span>and <strong style=\"mso-bidi-font-weight: normal;\">J. Shen<\/strong>, \u201cImpact of Brace Fracture on Column Splice Demands in Braced Frames\u201d, <em style=\"mso-bidi-font-style: normal;\">ASCE-Journal of Structural Engineering,<\/em> <\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; color: black; mso-fareast-language: ZH-CN;\">10.1061\/(ASCE)ST.1943-541X.0002716 (<\/span><em><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black;\">2020).<\/span><\/em><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">12.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><\/em><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">M.<span style=\"mso-no-proof: yes;\"> Faytarouni<\/span>, <strong style=\"mso-bidi-font-weight: normal;\">J. Shen<\/strong>, O. Seker , and <span style=\"mso-no-proof: yes;\">B. Akbas<\/span><span style=\"mso-no-proof: yes;\">, <\/span>\u201cImproved Brace Fracture Model for Seismic Evaluation of Concentrically Braced Frames\u201d, <em style=\"mso-bidi-font-style: normal;\">Engineering Structures<\/em>, 206 (2020) 110184<em>.<\/em><\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; color: black;\"><span style=\"mso-list: Ignore;\">13.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0 <\/span><\/span><\/span><\/em><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\"><span style=\"color: black;\">B. Akbas, Doran, A. Bozer, O. Seker<\/span>, <span style=\"color: black; mso-no-proof: yes;\">M. Faytarouni, and <\/span><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">J. Shen<\/span><\/strong><span style=\"color: black;\">, Seismic performance evaluation of reinforced concrete moment frames with gravity columns.<\/span><\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\"> <em style=\"mso-bidi-font-style: normal;\">ASCE- Pract. Period. Struct. Des. Constr<\/em>., 25(2)<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\"> (2020) <\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">04020004.<\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri; mso-fareast-language: ZH-CN;\"><span style=\"mso-list: Ignore;\">14.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">Seker, O.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">, Faytarouni, M.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">, Akbas, B.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">, and <\/span><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">Shen, J<\/span><\/strong><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">. <\/span><\/strong><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\"><span style=\"mso-spacerun: yes;\">\u00a0<\/span>A novel performance-enhancing technique for concentrically braced frames incorporating square HSS.<span style=\"mso-spacerun: yes;\">\u00a0 <\/span><em style=\"mso-bidi-font-style: normal;\">Engineering Structures<\/em>, 201 (2019) 109800. <\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><em style=\"mso-bidi-font-style: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri;\"><span style=\"mso-list: Ignore;\">15.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><\/em><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">Faytarouni, M.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">, Seker, O.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">, Akbas, B.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">\u00a0and <\/span><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">Shen, J<\/span><\/strong><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">.<\/span><\/strong><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-fareast-language: ZH-CN;\"> \u201cSeismic evaluation of square HSS braces in SCBFs using regression analysis\u201d, <em style=\"mso-bidi-font-style: normal;\">ISEC - Proceedings of International Structural Engineering and Construction<\/em>, 6(1) (2019) <\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">STR-53-1-6<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-fareast-language: ZH-CN;\">.<\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri;\"><span style=\"mso-list: Ignore;\">16.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">Faytarouni, M.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">, Seker, O.<\/span> <span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">\u00a0Akbas, B.<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-no-proof: yes;\">, and <\/span><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">Shen, J<\/span><\/strong><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: 'MS Mincho'; mso-fareast-language: ZH-CN;\">.<\/span><\/strong><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-fareast-language: ZH-CN;\"> \u201cImpact of gravity and moment frames on seismic response of braced frames\u201d,<em style=\"mso-bidi-font-style: normal;\"> ISEC - <\/em><span style=\"mso-spacerun: yes;\">\u00a0<\/span><em style=\"mso-bidi-font-style: normal;\">Proceedings of International Structural Engineering and Construction<\/em>. 6(1) (2019) <\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">STR-53-1-6<\/span><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-fareast-language: ZH-CN;\">.<\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; margin: 6.0pt 0in .0001pt .75in;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri;\"><span style=\"mso-list: Ignore;\">17.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">Sargam, Y., Faytarouni M., Riding, K., Wang, K., Jahren, C., and <strong style=\"mso-bidi-font-weight: normal;\">Shen J.,<\/strong> Predicting thermal performance of a mass concrete foundation - A field monitoring case study. <em style=\"mso-bidi-font-style: normal;\">Case Studies in Construction Materials,<\/em> 11(2019) e00289.<\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; tab-stops: .5in; margin: 6.0pt 0in .0001pt .75in;\"><a name=\"_Hlk31194939\"><\/a><a name=\"_Hlk31190860\"><\/a><span style=\"mso-bookmark: _Hlk31194939;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri;\"><span style=\"mso-list: Ignore;\">18.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">M.<span style=\"color: black; mso-no-proof: yes;\"> Faytarouni<\/span>+<strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">, <\/span><\/strong><span style=\"color: black;\">O. Seker<\/span><span style=\"color: black;\">, <\/span><span style=\"mso-no-proof: yes;\">B. Akbas<\/span><span style=\"mso-no-proof: yes;\">, and <\/span><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">J. Shen<\/span><\/strong><span style=\"color: black; mso-no-proof: yes;\">.<\/span><span style=\"color: black;\"> Seismic demand on column splices in special concentrically braced frames. <\/span><em style=\"mso-bidi-font-style: normal;\">Engineering Structures<\/em>, 199 (2019)109596<\/span><\/span><span style=\"mso-bookmark: _Hlk31194939;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">, <\/span><\/span><a title=\"Persistent link using digital object identifier\" href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2019.109596\" target=\"_blank\" rel=\"noopener\"><span style=\"mso-bookmark: _Hlk31194939;\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: #0c7dbb;\">https:\/\/doi.org\/10.1016\/j.engstruct.2019.109596<\/span><\/span><\/a><span style=\"mso-bookmark: _Hlk31194939;\"><span class=\"MsoHyperlink\"><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: #0c7dbb;\">.<\/span><\/span><\/span><\/p><p class=\"MsoListParagraphCxSpMiddle\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; tab-stops: .5in; margin: 6.0pt 0in .0001pt .75in;\"><span style=\"mso-bookmark: _Hlk31194939;\"><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri;\"><span style=\"mso-list: Ignore;\">19.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">M.<span style=\"color: black; mso-no-proof: yes;\"> Faytarouni<\/span><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">,<\/span><\/strong><span style=\"color: black;\"> O. Seker<\/span><span style=\"color: black;\">, <\/span><span style=\"mso-no-proof: yes;\">B. Akbas<\/span><span style=\"mso-no-proof: yes;\">, <\/span><strong style=\"mso-bidi-font-weight: normal;\"><span style=\"color: black;\">J. Shen<\/span><\/strong><span style=\"color: black; mso-no-proof: yes;\">.<\/span><span style=\"color: black;\"> \u201cSeismic assessment of ductile concentrically braced frames with HSS bracings\u201d, <\/span><em style=\"mso-bidi-font-style: normal;\">Engineering Structures<\/em> 191 (2019) 401-416. <\/span><\/span><\/p><p class=\"MsoListParagraphCxSpLast\" style=\"mso-add-space: auto; text-indent: -.25in; mso-list: l0 level1 lfo1; tab-stops: .5in; margin: 6.0pt 0in .0001pt .75in;\"><a name=\"_Hlk31190966\"><\/a><!-- [if !supportLists]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; mso-fareast-font-family: Calibri;\"><span style=\"mso-list: Ignore;\">20.<span style=\"font: 7.0pt 'Times New Roman';\">\u00a0\u00a0 <\/span><\/span><\/span><!--[endif]--><span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif;\">M.<span style=\"mso-no-proof: yes;\"> Faytarouni<\/span>, <strong style=\"mso-bidi-font-weight: normal;\">J. Shen<span style=\"mso-no-proof: yes;\">.<\/span><\/strong> , O. Seker, and <span style=\"mso-no-proof: yes;\">B. Akbas<\/span><span style=\"mso-no-proof: yes;\">, <\/span>\u201cEvaluation of Brace Fracture Models in Seismic Analysis of Concentrically Braced Frames\u201d,<span style=\"mso-spacerun: yes;\">\u00a0 <\/span><em>Journal of Constructional Steel Research 162 (2019)<\/em><\/span> <span style=\"font-size: 11.0pt; font-family: 'Calibri',sans-serif; color: black; mso-fareast-language: ZH-CN;\"><a href=\"https:\/\/doi.org\/10.1016\/j.jcsr.2019.105709\"><span style=\"color: black;\">https:\/\/doi.org\/10.1016\/j.jcsr.2019.105709<\/span><\/a>.<\/span><\/p>","user_image":{"ID":"5596","post_author":"2106","post_date":"2021-10-18 15:58:05","post_date_gmt":"2021-10-18 20:58:05","post_content":"","post_title":"Shen_Jay-direcotory-2021","post_excerpt":"","post_status":"inherit","comment_status":"closed","ping_status":"closed","post_password":"","post_name":"shen_jay-direcotory-2021","to_ping":"","pinged":"","post_modified":"2021-10-18 15:58:07","post_modified_gmt":"2021-10-18 20:58:07","post_content_filtered":"","post_parent":"313","guid":"https:\/\/www.engineering.iastate.edu\/people\/files\/2021\/10\/Shen_Jay-direcotory-2021.jpg","menu_order":"0","post_type":"attachment","post_mime_type":"image\/jpeg","comment_count":"0","pod_item_id":"5596"},"user_title":"Associate Professor Emeritus\r\nCivil, Construction and Environmental Engineering","phone_number":"515-294-6473","fax":"","office":"492 Town Engr \r\n813 Bissell Rd\r\nAmes, IA 50011-1066","_links":{"self":[{"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/profile\/313","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/profile"}],"about":[{"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/types\/profile"}],"author":[{"embeddable":true,"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/users\/308"}],"version-history":[{"count":5,"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/profile\/313\/revisions"}],"predecessor-version":[{"id":18901,"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/profile\/313\/revisions\/18901"}],"wp:attachment":[{"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/media?parent=313"}],"wp:term":[{"taxonomy":"affiliation","embeddable":true,"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/affiliation?post=313"},{"taxonomy":"department","embeddable":true,"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/department?post=313"},{"taxonomy":"group","embeddable":true,"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/group?post=313"},{"taxonomy":"interest","embeddable":true,"href":"https:\/\/www.engineering.iastate.edu\/people\/wp-json\/wp\/v2\/interest?post=313"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}