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1.	Original version of the author's contribution as presented on USB, paper 4007.: PDF 2015 Three-Dimensional Shaking Table Test of a 10-Story Reinforced Concrete Building on the E-Defense, Part 2: Specimen Fabrication and Construction, Test Procedure, and Instrumentation Program Sato, Eiji ; Shiohara, Hitoshi The E-Defense, which is the world's largest three-dimensional (3D) full-scale earthquake shaking table test facility, was built by the National Research Institute for Ear [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 4016.: PDF 2015 Three-Dimensional Shaking Table Test of a 10-Story Reinforced Concrete Building on the E-Defense, Part 3: Base Slip and Base Fixed Test Results Nagae, Takuya ; Tosauchi, Yusuke The E-Defense, which is the world’s largest three-dimensional (3D) full-scale earthquake shaking table test facility, was built by the National Research Institute for E [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 1511.: PDF Full-Scale Static Loading Test on a Five Story Reinforced Concrete Building (Part3 : Pushover Analysis) Suwada, Haruhiko ; Tani, Masanori This paper presents the analytical model for 5 story full-scale RC moment frame with wing walls done at Building Research Institute's laboratory in 2014.To predict the ba [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on USB, paper 1242.: PDF Full-Scale Static Loading Test on a Five Story Reinforced Concrete Building (Part1: Outline of the Test) Kabeyasawa, Toshikazu ; Suwada, Haruhiko The paper shows the static loading test results on full-scale reinforced concrete building utilizing columns with wing walls. The specimen is a five-story reinforced conc [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, Paper ID: 12-03-0002.: PDF Tension Stiffening and Damage Tolerance of Strain-Hardening Cement Composite(SHCC) Tension Ties under Monotonic and Repeated Cyclic Loadings Yun, Hyun Do ; Fukuyama, H. This paper describes the influence of cement-based composites’ ductility and damage-tolerant capacity on the tension stiffening performance and cracking process of rein [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 4639.: PDF Effects of vertical reinforcement and boundary beam on the shear strength of RC wall located above an open frame Shobu, H. ; Kabeyasawa, T. Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 4612.: PDF Effects of Haunch on the Beam-Column Joint of Soft First-Story in RC Building Ogawa, T. ; Hanai, N. Detailed record - Similar records
8.	Original version of the author's contribution as presented on CD, paper No. 3614.: PDF Early stage seismic damage assessment of reinforced concrete walls considering crack conditions Kono, Susumu ; Amano, Isao Detailed record - Similar records
9.	Original version of the author's contribution as presented on CD, paper No. 3619.: PDF Effects of boundary columns on the seismic behavior of cantilever structural walls Kono, Susumu ; Fukuyama, Hiroshi Detailed record - Similar records
10.	Original version of the author's contribution as presented on CD, paper No. 2739.: PDF Study on Deformation Capacity of R/C Bearing Walls with Rectangular Cross-section Based on Experimental Database Tani, Masanori ; Kono, Susumu Detailed record - Similar records

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18	Fukuyama, Hiroshi

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