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1.	Original version of the author's contribution as presented on USB, paper 3947.: PDF Connection Coefficient of Composite Beam Yamada, Satoshi ; Shimada, Yuko In the seismic design, beam-to-column connections should prevent early fracture in order to keep enough energy absorption capacity of members after beam yielding. Especia [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: S17-01-004.: PDF Collapse Experiment on 4-Story Steel Moment Frame: Part 1 Outline of Test Results Yamada, Satoshi ; Shimada, Yuko Shaking table test of full-scale 4-story moment frame was carried out at E-defense, one of the largest shaking tables in the world. The objectives of this experiment are [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: S17-01-011.: PDF Collapse Experiment on 4-Story Steel Moment Frame: Part 2 Detail of Collapse Behavior Suita, Keiichiro ; Shimada, Yuko A shaking table test on a full-scale steel building was conducted at the E-Defense three-dimensional shake table facility to evaluate structural and functional performanc [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, Paper ID: 05-05-0030.: PDF Dynamic Collapse Test on 3-D Steel Frame Model Shimada, Yuko ; Suita, Keiichiro The collapse process of building under severe earthquake is not clarified yet. In order to make it clear, shaking table test of a full-scale building at E-Defense is cond [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, Paper ID: S17-01-014.: PDF Non-Structural Component Performance in 4-Story Frame Tested to Collapse Matsuoka, Yuichi ; Akazawa, M. In the shake table test conducted on a full-scale 4 story steel building at the E-Defense three-dimensional shake table facility, various non-structural components were i [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 3738.: PDF Damage to Steel Educational Facilities in the 2011 East Japan Earthquake: Part 2 Damage to Minor Structural Components and Damage due to the Tsunami Koyama, Tsuyoshi ; Ikenaga, Masahiro Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 3735.: PDF Damage to Steel Educational Facilities in the 2011 East Japan Earthquake: Part 1 Outline of the Reconnaissance and Damage to Major Structural Components Matsumoto, Yuka ; Ikenaga, Masahiro Detailed record - Similar records
8.	Original version of the author's contribution as presented on CD, paper No. 2201.: PDF Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range Ishida, T. ; Shimada, Y. Detailed record - Similar records
9.	Original version of the author's contribution as presented on CD, paper No. 1493.: PDF E-Defense Shaking Table Tests on a Steel High-rise Building Retrofitted by Dampers against Long-period Ground Motions Sato, Daiki ; Fukuwa, Nobuo Detailed record - Similar records
10.	Original version of the author's contribution as presented on CD, paper No. 1365.: PDF Effects of Strain-rate on the Hysteretic behavior of Structural Steels Shimada, Yuko ; Yamada, Satoshi Detailed record - Similar records

See also: similar author names
1	Shimada, Yu
7	Shimada, Yuko

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