{"id":1853,"date":"2025-01-21T12:53:30","date_gmt":"2025-01-21T03:53:30","guid":{"rendered":"https:\/\/www.first.iir.isct.ac.jp\/?page_id=1853"},"modified":"2025-11-21T14:26:49","modified_gmt":"2025-11-21T05:26:49","slug":"core11","status":"publish","type":"page","link":"https:\/\/www.first.iir.isct.ac.jp\/en\/member\/core11\/","title":{"rendered":"Urban Disaster Prevention Research Core\uff08Cooperative research group\uff09"},"content":{"rendered":"<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/cms\/wp-content\/uploads\/ishihara2024.jpg\" alt=\"ishihara2024.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><span style=\"font-size: 16px;\"><strong><a name=\"ishihara\"><\/a>Prof. Tadashi ISHIHARA<\/strong><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">J3<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td colspan=\"2\"><span style=\"font-size: 12px;\">J3-10<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5484<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">ishihara.t.458a(at)m.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/www.tishihar.net\/\" target=\"_blank\" rel=\"noopener\">https:\/\/www.tishihar.net\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Research Field<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Structural Engineering \/ Earthquake Engineering<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Objective<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Realization of buildings and urban areas sustainable and resilient to multi-hazard<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Seismic performace of nonstructural components of buildings<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Damage reduction effect of uplift motions of buildings during earthqukes<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Buckling strength of steel structural members<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p style=\"text-align: center;\"><span style=\"font-size: 10px;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/reserch_ishihara_1.png\" alt=\"reserch_ishihara_1.png\" width=\"302\" height=\"300\" \/><br \/>\n<\/span><span style=\"font-size: 10px;\">Numerical response analysis of uplift behavior of buildings during earthquakes<\/span><\/p>\n<p style=\"text-align: center;\"><span style=\"font-size: 10px;\"><img decoding=\"async\" class=\"mt-image-none aligncenter\" src=\"https:\/\/www.first.iir.isct.ac.jp\/cms\/wp-content\/uploads\/research_ishihara.png\" alt=\"research_ishihara.png\" \/><\/span><br \/>\n<span style=\"font-size: 10px;\">Loading test of suspended ceiling<\/span><\/p>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/english\/kono_2022.jpg\" alt=\"kono_2022.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><a name=\"kono\"><span style=\"font-size: 16px;\">Prof. Susumu\uff08Sam\uff09KONO<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G5<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G5-1<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5384<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">s.kono(at)first.iir.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/www.kono.first.iir.titech.ac.jp\/\" target=\"_blank\" rel=\"noopener\">https:\/\/www.kono.first.iir.titech.ac.jp\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Research Field<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Structural Engineering \/ Seismic Engineering \/ Reinforced Concrete Structures<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Objective<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Resilient structures for various natural disasters<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Evaluation of capacity in load and deformation of high rise buildings<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Proposal of high performance structures resilient to earthquakes<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Proposal of long-life and large-span buildings using precast and prestressing technology<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Enhancement of seismic performance of piles and pile caps<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"tableLayout01\" border=\"0\">\n<tbody>\n<tr>\n<td style=\"text-align: center;\"><span class=\"mt-enclosure mt-enclosure-image\" style=\"display: inline; font-size: 12px;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/reserch_kono_2020.png\" alt=\"reserch_kono_2020.png\" width=\"500\" height=\"375\" \/><br \/>\n<span style=\"font-size: 10px;\">Experiment on RC members with high strength reinforecement<br \/>\n<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center;\"><span class=\"mt-enclosure mt-enclosure-image\" style=\"display: inline; font-size: 12px;\"> <img decoding=\"async\" src=\"\/uploads\/research_kono2016_02.jpeg\" alt=\"research_kono2016_02.jpeg\" width=\"300\" \/> <img decoding=\"async\" src=\"\/uploads\/research_kono2016_03.png\" alt=\"research_kono2016_03.png\" width=\"300\" \/><br \/>\n<span style=\"font-size: 10px;\">Structural test and numerical modeling of RC walls<br \/>\n<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/cms\/wp-content\/uploads\/himoto_2025.jpg\" alt=\"himoto_2025.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><a name=\"himoto\"><span style=\"font-size: 16px;\">Prof. Keisuke HIMOTO<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">J2<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">J2-25<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5892<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">himoto.k.49de(at)m.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/www.himoto.mrrc.iir.isct.ac.jp\">https:\/\/www.himoto.mrrc.iir.isct.ac.jp<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Research Field<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Disaster Preparedness and Mitigation Planning\uff0cRisk-based Engineering\uff0cFire Safety Engineering<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Objective<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Development of novel technologies for achieving fire-safe buildings and cities<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Risk assessment methods for large outdoor fires<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Risk-based verification methods for fire spread prevention performance of buildings<\/span><\/li>\n<li><span style=\"font-size: 12px;\">New performance indicators for fire safety design of buildings<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Analysis methods for uncertain factors involved in fire risk using image analysis <\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"tableLayout01 aligncenter\" border=\"0\">\n<tbody>\n<tr>\n<td style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/cms\/wp-content\/uploads\/research_himoto_2025.png\" alt=\"research_himoto_2025.png\" width=\"400\" height=\"432\" \/><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center;\"><span style=\"font-size: 10px;\">Wind tunnel experiment for investigating the occurrence conditions of fire whirls<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/kishiki_2022.jpg\" alt=\"kishiki_2022.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><a name=\"kishiki\"><span style=\"font-size: 16px;\">Prof. Shoichi KISHIKI<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">J3<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">J3-1<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5332<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">kishiki.s.02d9(at)m.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/www.kishiki.mrrc.iir.titech.ac.jp\/\" target=\"_blank\" rel=\"noopener\">https:\/\/www.kishiki.mrrc.iir.titech.ac.jp\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Research Field<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Seismic control, Non-structural component, Socio-functional continuity technology<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Objective<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Realizing the resilience of building structures, and enhancing the disaster prevention<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Seismic dampers and seismic retrofit<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Quick inspection method based on the visible damage<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Seismic repair of the damaged steel members after earthquake<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Damage reduction for LGS partition walls in eqrthquake<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Seismic design index based on human behavior<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/reserch_kishiki.png\" alt=\"reserch_kishiki.png\" width=\"529\" height=\"398\" \/><br \/>\n<span style=\"font-size: 10px;\">Evaluation of seismic performances of LGS (Light Gauge Steel) partition wall by out-of-plane loading test<\/span><\/p>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/dsato_2022.jpg\" alt=\"dsato_2022.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><a name=\"dsato\"><span style=\"font-size: 16px;\">Assoc. Prof. Daiki SATO<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G5<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G5-21<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5306<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">sato.d.7887(at)m.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/sites.google.com\/site\/daikisatotokyotech\/\" target=\"_blank\" rel=\"noopener\">https:\/\/sites.google.com\/site\/daikisatotokyotech\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Research Field<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Response control building, Seismically isolated building, Wind-resistant design<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Objective<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Construction of safety and security buildings to earthquake and wind<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Response evaluation of vibration control and seismically isolated building considering characteristic change of devices by long duration loading such as long period ground motion and strong wind, and its design methods<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"tableLayout01\" border=\"0\">\n<tbody>\n<tr>\n<td style=\"text-align: center;\"><span style=\"font-size: 12px;\"><img decoding=\"async\" src=\"\/uploads\/research_dsato2016_01.jpg\" alt=\"research_dsato2016_01.jpg\" height=\"320\" \/><\/span><br \/>\n<span style=\"font-size: 10px;\">High-rise Isolated Building where Earthquake and Wind Observation are Carried out in Suzukakedai Campus<\/span><\/td>\n<td style=\"text-align: center;\"><span style=\"font-size: 12px;\"><img decoding=\"async\" src=\"\/uploads\/research_dsato2016_02.jpg\" alt=\"research_dsato2016_02\" height=\"280\" \/><\/span><br \/>\n<span style=\"font-size: 10px;\">Temperature Distribution of Viscoelastic Damper under Long Duration Loading<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/cms\/wp-content\/uploads\/nakano_2025.jpg\" alt=\"nakano_2025.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><a name=\"nakano\"><span style=\"font-size: 16px;\">Assoc. Prof. Takaharu NAKANO<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">J1<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">R3-23<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5957<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">nakano.t.0672(at)m.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/sites.google.com\/view\/tnakanolab-isct\/home?authuser=0\">https:\/\/sites.google.com\/view\/tnakanolab-isct\/home?authuser=0<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Research Field<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Building Structure, Earthquake Engineering, Building Foundation<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Objective<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Realizing safe buildings from the ground and foundations<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Seismic response of piles in the ground with a sloping bedrock<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Lateral resistance of piles combined with ground improvement<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Dynamic interaction between lunar regolith and structures<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Response reduction systems using electromagnetic phenomena<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/cms\/wp-content\/uploads\/research_nakano_2025.png\" alt=\"research_nakano_2025.png\" width=\"500\" height=\"220\" \/><br \/>\n<span style=\"font-size: 10px;\">Shaking table test on pile-supported structure<\/span><\/p>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/yamazaki2024.JPG\" alt=\"yamazaki2024.JPG\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><a name=\"yamazaki\"><span style=\"font-size: 16px;\">Assoc. Prof. Yoshihiro YAMAZAKI<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G3<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G3-28<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5298<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">yamazaki.y.517e(at)m.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/yamazaki.mrrc.iir.titech.ac.jp\/\" target=\"_blank\" rel=\"noopener\">https:\/\/yamazaki.mrrc.iir.titech.ac.jp\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Research Field<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Building structure, Earthquake engineering, Timber structure<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Objective<\/strong><\/span><\/td>\n<td colspan=\"4\"><span style=\"font-size: 12px;\">Create wooden buildings that are resistant to earthquakes and other disasters<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Simulation of wooden buildings subjected to repeated earthquake motions<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Research and development of large timber buildings<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Performance evaluation for building structures equipped with passive dampers<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/research_yamazaki.png\" alt=\"research_yamazaki.png\" width=\"500\" height=\"253\" \/><br \/>\n<span style=\"font-size: 10px;\">Shaking table test on specimens of timber detached houses<\/span><\/p>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/kurosawa_2023.jpg\" alt=\"kurosawa_2023.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><span style=\"font-size: 16px;\"><a name=\"kurosawa\">Asst. Prof. Miku KUROSAWA<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">J3<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">J3-1<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5351<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">kurosawa.m.ad(at)m.titech.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/www.kishiki.mrrc.iir.titech.ac.jp\/\" target=\"_blank\" rel=\"noopener\">https:\/\/www.kishiki.mrrc.iir.titech.ac.jp\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Exterior wall using metal panel<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Partition wall with light-gauge steel stud<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Seismic isolation system<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/research_kurosawa.png\" alt=\"research_kurosawa.png\" width=\"500\" height=\"255\" \/><br \/>\n<span style=\"font-size: 10px;\">Structural experiments on various members in buildings<\/p>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/chen_2024.jpg\" alt=\"chen_2024.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><span style=\"font-size: 16px;\"><a name=\"chen\">Asst. Prof. Yinli CHEN<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G5<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G5-21<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5306<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">chen(at)first.iir.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/sites.google.com\/site\/daikisatotokyotech\/\" target=\"_blank\" rel=\"noopener\">https:\/\/sites.google.com\/site\/daikisatotokyotech\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Development of Simplr Design Method for Active Structural Control with Base-isolation<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Control Strategy for <\/span><\/span><\/span>Nonlinear System<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Response Control and Estimation using Equivalent-input-disturbance Method<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"tableLayout01\" border=\"0\">\n<tbody>\n<tr>\n<td style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/research_chen_1.jpg\" alt=\"research_chen_1.jpg\" width=\"184\" height=\"235\" \/><\/span><br \/>\n<span style=\"font-size: 10px;\">Control system of active base-isolation<\/span><\/td>\n<td style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/research_chen_2.jpg\" alt=\"research_chen_2.jpg\" width=\"404\" height=\"235\" \/><\/span><br \/>\n<span style=\"font-size: 10px;\">Displacement response of base-isolation layer subjected to wind force<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/Pradhan_2022.jpg\" alt=\"Pradhan_2022.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><span style=\"font-size: 16px;\"><a name=\"pradhan\">Asst. Prof. Sujan PRADHAN<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G3<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G3-28<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5298<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">pradhan.s.3127(at)m.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/yamazaki.mrrc.iir.titech.ac.jp\/\" target=\"_blank\" rel=\"noopener\">https:\/\/yamazaki.mrrc.iir.titech.ac.jp\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Out-of-plane performance evaluation and strengthening of brick masonry infill walls.<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Seismic performance of an RC frame building with infill walls.<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Seismic performance of RC frame with CLT infill walls.<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/research_pradhan.png\" alt=\"research_pradhan.png\" width=\"300\" height=\"335\" \/><br \/>\n<span style=\"font-size: 10px;\">Shaking table test for out-of-plane performance evaluation of brick masonry infill wall<\/span><\/p>\n<hr \/>\n<table class=\"tableLayout02\" border=\"1\">\n<tbody>\n<tr>\n<td rowspan=\"5\" align=\"center\" width=\"120\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/Trevor_2024.jpg\" alt=\"Trevor_2024.jpg\" width=\"100\" height=\"133\" \/><\/td>\n<td colspan=\"4\"><strong><span style=\"font-size: 16px;\"><a name=\"trevor\">Asst. Prof. YEOW, Trevor Zhiqing<\/span><\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Room<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G5<\/span><\/td>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Mail-Box<\/strong><\/span><\/td>\n<td><span style=\"font-size: 12px;\">G5-1<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>TEL<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">045-924-5329<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>E-mail<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\">yeow.z.35dc(at)m.isct.ac.jp\u3000<span style=\"font-size: 8pt;\">Please replace &#8220;(at)&#8221; with &#8220;@&#8221;.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>HomePage<\/strong><\/span><\/td>\n<td colspan=\"3\"><span style=\"font-size: 12px;\"><a href=\"https:\/\/www.kono.first.iir.titech.ac.jp\/\" target=\"_blank\" rel=\"noopener\">https:\/\/www.kono.first.iir.titech.ac.jp\/<\/a><\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"background: #f5f5f5;\"><span style=\"font-size: 12px;\"><strong>Current Topics<\/strong><\/span><\/td>\n<td colspan=\"4\">\n<ul>\n<li><span style=\"font-size: 12px;\">Reinforced concrete structures<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Structural health monitoring\uff08SHM\uff09<\/span><\/li>\n<li><span style=\"font-size: 12px;\">Seismic design and analysis of buildings<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"mt-image-none\" src=\"https:\/\/www.first.iir.isct.ac.jp\/research_trevor.png\" alt=\"research_trevor.png\" width=\"500\" height=\"210\" \/><br \/>\n<span style=\"font-size: 10px;\">Validation of SHM using shake-table test of RC building<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Prof. Tadashi ISHIHARA Room J3 Mail-Box J3-10 TEL 045-924-5484 E-mail ishihara.t.458a(at)m.isct.ac.jp\u3000Please replace &#8220;(at)&#8221; with &#8220;@&#8221;. HomePage https:\/\/www.tishihar.net\/ Research Field Structural Engineering \/ Earthquake Engineering Objective Realization of buildings and urban areas sustainable and resilient to multi-hazard Current Topics Seismic performace of nonstructural components of buildings Damage reduction effect of uplift motions of buildings during earthqukes [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":2011,"menu_order":12,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_locale":"en_US","_original_post":"https:\/\/www.first.iir.isct.ac.jp\/?page_id=1850","footnotes":"","_links_to":"","_links_to_target":""},"class_list":["post-1853","page","type-page","status-publish","hentry","en-US"],"_links":{"self":[{"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/pages\/1853","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/comments?post=1853"}],"version-history":[{"count":44,"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/pages\/1853\/revisions"}],"predecessor-version":[{"id":9561,"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/pages\/1853\/revisions\/9561"}],"up":[{"embeddable":true,"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/pages\/2011"}],"wp:attachment":[{"href":"https:\/\/www.first.iir.isct.ac.jp\/wp-json\/wp\/v2\/media?parent=1853"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}