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1.	Original version of the author's contribution as presented on CD, Paper ID: 12-01-0241.: PDF Influence of Nonlinear Behavior of Pile-Soil Structure on Displacement Amplitude Dependence for Efficiency of Pile Group Based on Cyclic Lateral Loading Tests Subjected to Large Displacement Amplitude Kashiwa, Hisatoshi ; Inoue, Wakako The cyclic lateral loading tests for the pile group in dry sand subjected extremely large displacement were conducted to investigate the mechanism of the strong nonlinear [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, paper No. 3382.: PDF Effect of Beam-to-Column Connection Details on Deformation Capacity of Cyclic Loading Takatsuka, Kouhei ; Tsukada, Takaaki Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, paper No. 2724.: PDF Prediction of Fracture of Steel Moment Connection by Cyclic Loading with Various Deformation Amplitude Suita, Keiichiro ; Tsukada, Takaaki Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 2024.: PDF Mechanical behavior and design method of weld-free steel structure with knee brace damper using square tube column Kawai, Dai ; Fukuchi, Yasuyuki Detailed record - Similar records

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