Experimental investigation on the behaviour of reinforced concrete slabs strengthened with ultra-high performance concrete H Yin, W Teo, K Shirai Construction and Building Materials 155, 463-474, 2017 | 161 | 2017 |
Numerical model for predicting the structural response of composite UHPC–concrete members considering the bond strength at the interface H Yin, K Shirai, W Teo Composite Structures 215, 185-197, 2019 | 66 | 2019 |
Loading tests of a brace-type multi-unit friction damper using coned disc springs and numerical assessment of its seismic response control effects T Sano, K Shirai, Y Suzui, Y Utsumi Bulletin of Earthquake Engineering 17, 5365-5391, 2019 | 44 | 2019 |
Flexural capacity prediction of composite RC members strengthened with UHPC based on existing design models K Shirai, H Yin, W Teo Structures 23, 44-55, 2020 | 37 | 2020 |
Finite element modelling to predict the flexural behaviour of ultra-high performance concrete members H Yin, K Shirai, W Teo Engineering Structures 183, 741-755, 2019 | 37 | 2019 |
Dynamic loading tests and seismic response analysis of a stud‐type damper composed of multiple friction units with disc springs T Sano, K Shirai, Y Suzui, Y Utsumi Earthquake Engineering & Structural Dynamics 49 (13), 1259-1280, 2020 | 30 | 2020 |
Prediction of shear capacity of UHPC–concrete composite structural members based on existing codes H Yin, K Shirai, W Teo Journal of civil engineering and management 24 (8), 607-618, 2018 | 23 | 2018 |
大型振動台による鉄筋コンクリート耐震壁フレーム構造の耐震性に関する研究: 実大 6 層試験体と 3 次元振動台実験結果の概要 松森泰造, 白井和貴, 壁谷澤寿海 日本建築学会構造系論文集 72 (614), 85-90, 2007 | 23* | 2007 |
Use of scrap tire pads in vibration control system for seismic response reduction of buildings K Shirai, J Park Bulletin of earthquake engineering 18 (5), 2497-2521, 2020 | 18 | 2020 |
A seismic response estimation method for RC structures using random vibration theory K Shirai, N Inoue Journal of Advanced Concrete Technology 12 (2), 62-72, 2014 | 18 | 2014 |
Numerical assessment of ultra-high performance concrete material H Yin, K Shirai, W Teo IOP Conference Series: Materials Science and Engineering 241 (1), 012004, 2017 | 14 | 2017 |
変位依存型の可変減衰力特性を有する摩擦ダンパーの開発 白井和貴, 佐野剛志, 鈴井康正, 蔭山満, 菊地優 日本建築学会技術報告集 18 (38), 85-90, 2012 | 14* | 2012 |
Design of the full-scale six-story reinforced concrete wall-frame building for testing at E-Defense T Kabeyasawa, T Matsumori, H Katsumata, K Shirai US-Japan Workshop, 2005 | 14 | 2005 |
Experimental investigation on ambient-cured one-part alkali-activated binders using combined high-calcium fly ash (HCFA) and ground granulated blast furnace slag (GGBS) W Teo, K Shirai, JH Lim, LB Jack, E Nikbakht Materials 15 (4), 1612, 2022 | 13 | 2022 |
Simulated earthquake test on a full-scale six-story reinforced concrete building at E-Defense, Part 1: Outline of test program T Matsumori, K Shirai, T Kabeyasawa Proceedings of The 2nd NEES/E-Defense Workshop on Collapse Simulation of …, 2006 | 12 | 2006 |
Experimental investigation on the mechanical and interfacial properties of fiber-reinforced geopolymer layer on the tension zone of normal concrete K Shirai, J Horii, K Nakamuta, W Teo Construction and Building Materials 360, 129568, 2022 | 11 | 2022 |
Numerical investigation of earthquake response reduction effects by negative stiffness connection for adjacent building structures S Longjam, K Shirai Structures 38, 672-688, 2022 | 11 | 2022 |
Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion K Shirai, J Horii, T Fujimori Soil Dynamics and Earthquake Engineering 149, 106892, 2021 | 11 | 2021 |
Shake table testing of a passive negative stiffness device with curved leaf springs for seismic response mitigation of structures K Shirai, S Noro, KK Walsh Structural Control and Health Monitoring 28 (7), e2736, 2021 | 11 | 2021 |
積層ゴム破断時における免震構造システムの地震応答‐E-ディフェンス振動台実験による免震構造物の終局時挙動の解明 その 1‐ 金澤健司, 矢花修一, 永田聖二, 平田和太, 梅木克彦, 稲葉学, 佐野剛志, ... 日本建築学会構造系論文集 77 (679), 1383-1392, 2012 | 11* | 2012 |