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1.	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 [...] Detailed record - Similar records
2.	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 [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 05-03-0098.: PDF Tests of R/C Beam-Column Joint with Variant Boundary Conditions and Irregular Details on Anchorage of Beam Bars Kusuhara, F. ; Shiohara, H. Ten half-scale reinforced concrete beam-column joint sub-assemblages were loaded to failure by statically cyclic loading simulating earthquake loading, to obtain fundamen [...] Detailed record - Similar records
4.	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 Detailed record - Similar records
5.	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 Detailed record - Similar records
6.	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 Detailed record - Similar records

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