Research Principles at the laboratory
1. Work when you work, relax when you relax.
– Focus is most important
2. Take ownership in what you do.
3. Spend 50 hours/week minimum at office.
– Now is the time to learn the fundamentals.
4. Value the learning process.
– Rome was not built in a day.
5. Be ambitious and enjoy student life.
Research Poster
Steel Concentrically Braced Frames
Application of Adhesives in Steel Structures
Steel Eccentrically Braced Frames
Seismic Performance Evaluation of Existing Structures
Steel Structures using HSA-700 High-Strength Steel
Thesis
| <2021> | Master thesis | Hiroto Takahashi | Cyclic Loading Performance of Composite Beams with Formed Steel Deck |
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| zhang | Database on Strength and Inelastic Deformation Capacity of Steel Braces | ||
| Ikogba Kelvin | Effect of Damping Models on the Nonlinear Time-History Response of Steel Braced Frames |
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| Undergraduate thesis | Haruka Nakagawa | Residual Performance of Structural Steel after Cyclic Plastic Deformation and Strain Aging | |
| Kotaro Yoshida | Database of Concrete-Filled Steel Tube Columns | ||
| Kantaro Toyama | Experimental Validation of Beam-to-Column Connections in a Unit House System Comprising Light-Gauge Steel Members |
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| Naoya Takahashi | Structural Performance of Composite Beams Focusing on Damage to Composite Steel Deck Slabs |
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| <2020> | Master Thesis | Shaoqi Yang | Residual Performance of Structural Steel after Plastic Deformation and Strain Aging |
| Hashini Herath | Numerical Evaluation of Fracture in High-Rise Buildings Subjected to Long Duration Earthquakes |
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| Yuka Nagai | An Experimental Study on Adhesively Bonded Steel-to-Timber Joints | ||
| Shinichiro Takada | Questionnaire Survey of Steel Braced Frame Design and Evaluation of Prescribed Structural Characteristic Factors | ||
| Katsuhiro Aoyagi | Experimental Validation of Beam-to-Column Connections in Steel Structures | ||
| Sho Fukutomi | Influence of Damping Model on the Time-History Response Analysis of Elastic-Plastic Systems | ||
| <2019> | Master thesis | Shuhei Uesugi | Time-History Analysis of Low-Rise Steel Chevron Braced Frames |
| Takumi Okawara | Performance Assessment of Existing Buildings in Hokkaido Constructed Prior to 1981 | ||
| Watanabe Yosuke | An Experimental Study on the Strength of Adhesively Bonded Steel to Steel Joints | ||
| Undergraduate thesis | Doun Kim | Strain Aging Tests of Japanese Structural Steel | |
| Taisuke Nishida | Japan-US Comparison and Data Analysis on RC Core-Wall Structures | ||
| Hiroto Takahashi | A Study on the Influence of Damping Model on the Elastic-Plastic Time-History Response | ||
| <2018> | Master thesis | Kyotaro Ouchi | Deformation Concentration of Steel Core and Overstrength in Buckling-Restrained Braces |
| Akiri Seki | Experimental Behavior of Chevron Steel Braced Frames using I-section Braces | ||
| Haruna Takano | An Experimental Study on the Shear, Tension, and Peeling Strength of Adhesively Bonded Steel-to-Steel Joints | ||
| Kazushi Nakata | Effect of Soil Yeilding and Foundation Uplift on the Seismic Response of Building Structures | ||
| Undergraduate thesis | Katsuhiro Aoyagi | Dynamic Loading Test of Beam-to-Column Connections Constructed in the Field | |
| Shinichiro Takada | Placed Survey on the Design of Steel Braced Frames in Hokkaido | ||
| Yuka Nagai | An experimental study on the shear strength of adhesively bonded steel-to-timber splices | ||
| Sho Fukutomi | Base Shear Spectra of Elastic-Plastic Building Structures permitting Foundation Uplift | ||
| Ryunosuke Watanabe | A Study on Numerical Methods to Capture the Nonlinear Behavior of Structural Steel Systems | ||
| <2017> | Master thesis | Sho Yamazaki | Control of Local Failure Mechanisms in Buckling-Restrained Braces |
| Undergraduate thesis | Shuhei Uesugi | Cyclic Loading Tests of Steel Chevron Braced Frames Employing Flexible Bracing Connections | |
| Takumi Okawara | Performance Assessment of Existing Buildings in Hokkaido Braced on Seismic Diagnosis Date | ||
| Yosuke Watanabe | An Experimental Study of Steel Beam Splices Joined with Structural Adhesive | ||
| <2016> | Master thesis | Kesuke Inoue | Effect of Bracing Connections on the cyclic Loading Behavior of Steel Chevron Braced Frames |
| Naoto Kotani | Earthquake Response Prediction of Steel Frames Allowing Column Mid-Height Uplift at the… | ||
| Shunsuke Hisida | Required Local Restraint of the Flexurally Deformed Steel Core in Buckling-Restrained Braces | ||
| Yuki Fukuoka | Evaluation of the Strength and Deformation Capacity of Composite Beams | ||
| Undergraduate thesis | Kyotaro Ouchi | Effect of End-Stiffener Embedment Length of the Steel Core on the Seismic Performance of Buckling-Restrained Braces | |
| Akiri Seki | Cyclic Loading Tests of Steel Chevron Braced Frames Employing Flexible Bracing Connections | ||
| Haruna Takano | An Experimental Study on Double-Lap Shear Adhesive Joints of Hot-Dip Galvanized Steel Plates. | ||
| Kazushi Nakata | An Examination of the Seismic Response of Building Structures wwith Foundation Uplift through Base Sear Coefficient Spectra | ||
| <2015> | Master thesis | Yuriko Kato | Seismic Response Estimation of Steel Frames allowing Column Mid-height Uplift at the First Story |
| Kensuke Komatsu | Cyclic Loading Performance of Steel Beam-to-Column Connections with Wide-Flange Members | ||
| Yuichi Hasegawa | A Triple-Friction-Pendulum Bearing Model Incorporating the Effect of Varying the Effect of… | ||
| Yasuda Kyouhei | Effect of Soil Nonlinearity on the Sesimic Response of Building Structures with Foundation… | ||
| Undergraduate thesis | Yuto Kameoka | Cyclic Loading Test of a Steel Chevron Braced Frame with Single-Lap-Joint Bracing Connections | |
| Sho Yamazaki | Effect of Mortar Strength on the Mechanical Behavior of Buckling-Restrained Braces | ||
| <2014> | Master thesis | Takumi Ohura | Effect of Shear Key Location on the Performance of Buckling-Restrained BracesFujino… |
| Hiroki Matsumoto | Seismic Response of Steel Rocking Frames with Column Mid-height Uplift at First Story | ||
| Taichi Fujino | Strength of Steel Beam Splices Using Structual Adhesive | ||
| Dong Qingyuan | Numerical Simulation of Shake-table Tests of a Full-Scale Seismically Isolated with… | ||
| Undergraduate thesis | Kesuke Inoue | An Experimental Study of Adhesively Joined Steel Beam Splices Loaded in Combined Shear… | |
| Naoto Kotani | An Experimental Study of Reduced-scale, Column Mid-Height Uplift Mechanisms | ||
| Hishida Shunsuke | Evaluation of Buckling Mode Number about Strong-Axis of Buckling-Restrained Braces | ||
| Fukuoka Yuki | Evaluation of the Strength and Deformation Capacity of Composite Beams | ||
| <2013> | Master thesis | Daisuke Ujiie | Effect of Vertical Stiffness and Foundation Uplift on the Seismic Response of Building Structures |
| Hironori Otomo | Effect of Energy Dissipating Elements PT Wire on Seismic Response of Controlled Rocking Frames | ||
| Kesuke Sato | Performance of Triple-Pendulum Bearings Observed in Shake-Table Tests of a Five-Story Building | ||
| Wataru Naruo | Seismic Response of Structural Systems with Column Mid-Height Uplift Mechanism and… | ||
| Undergraduate thesis | Yuriko Kato | Hysteretic Characteristics of Steel Frames with Column Mid-Height Uplift and Uplifting… | |
| Kensuke Komatsu | Seismic Design Provisions and Beam-to-Column Connection Design for Steel Building Structures… | ||
| Shuichi Hasegawa | Seismic Diagnosis and Damage Prediction of Existing Reinforced Concrete Buildings and… | ||
| Kyohei Yasuda | Validation of Seismic Response Analysis of Foundation Uplifts Structures with Experimental Results | ||
| Toma Yamachi | Damage to Steel Braced Frame from the 2011 Tohoku Earthquake |