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The Institute of Theoretical and Applied Mechanics
12
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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 [...]
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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 [...]
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3.
Original version of the author's contribution as presented on USB, paper 2115.:
PDF
Experimental Study on Prestressed Concrete Beam-Column Joints Which Have Column-To-Beam Strength Ratios Near 1
Shiohara, Hitoshi
;
Kusuhara, Fumio
For beam-column joints of reinforced concrete in moment resisting frames, a new type of failure is recently identified, which is called joint hinging mechanism. In the jo [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: S08-019.:
PDF
Seismic Performance of Isolated Nonstructural Concrete Partitons with Dowel-Bar Connectors under Cyclic Lateral Load
Shiohara, Hitoshi
;
Kusuhara, Fumio
Nine full-scale isolated non-structrual reinforced concrete panels with in-plane dowel connectors jointed to the surrounding structural frames were tested under cyclic di [...]
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5.
Original version of the author's contribution as presented on CD, paper No. 3870.:
PDF
Test Results of Four-Story Reinforced Concrete and Post-Tensioned Concrete Buildings: The 2010 E-Defense Shaking Table Test
Nagae, Takuya
;
Ghannoum, Wassim M.
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6.
Original version of the author's contribution as presented on CD, paper No. 3433.:
PDF
Dynamic Response Analysis of a Tall RC Chimney Damaged during 2007 Niigata-ken Chuetsu-Oki Earthquake
Kim, Suhee
;
Shiohara, Hitoshi
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7.
Original version of the author's contribution as presented on CD, paper No. 2591.:
PDF
Damage Survey on Reinforced Concrete School Buildings in Miyagi after the 2011 East Japan Earthquake
Maeda, Masaki
;
Nishida, Tetsuya
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8.
Original version of the author's contribution as presented on CD, paper No. 2159.:
PDF
Energy Dissipation of RC Interior Beam-column Connection Confined by Lateral Reinforcements, Axial Force, and Column Longitudinal Reinforcements
Tajiri, Seitaro
;
Shiohara, Hitoshi
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9.
Original version of the author's contribution as presented on CD, paper No. 2014.:
PDF
Joint Shear? or Column-to-Beam Strength Ratio? Which is a key parameter for seismic design of RC Beam-column joints - Test Series on Interior Joints
Shiohara, Hitoshi
;
Kusuhara, Fumio
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10.
Original version of the author's contribution as presented on CD, paper No. 1988.:
PDF
Joint Shear? or Column-to-Beam Strength Ratio? Which is a key parameter for seismic design of RC Beam-column joints - Test Series on Exterior Joints
Kusuhara, Fumio
;
Shiohara, Hitoshi
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The Institute of Theoretical and Applied Mechanics :
12
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1
Shiohara, H.
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