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1.	Original version of the author's contribution as presented on USB, paper 4082.: PDF Enhancement of Base-Isolation Based on E-Defense Full-Scale Shake Table Experiments: Dynamic Response of Base-Isolated Building Under Impact Due To Pounding Sasaki, Tomohiro ; Kajiwara, Koichi In the recent years, occurrence of large displacement of base-isolation system due to long-duration, long-period ground motions are concerned. Especially, after the 2011 [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 2935.: PDF Collapse Mechanism of Wide-Area Suspended Ceiling Based on Full-Scale Shake Table Experiment of School Gymnasium Kajiwara, Koichi ; Sasaki, Tomohiro In the 2011 off the Pacific coast of Tohoku Earthquake, a lot of suspended ceilings suffered damage and collapsed due to lack of their seismic performance. New seismic st [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: S17-02-009.: PDF Seismic Performance of RC Bridge Columns with Termination of Main Reinforcement with Inadequate Development Sasaki, Tomohiro ; Kawashima, Kazuhiko Shear failure of RC columns due to insufficient termination of main reinforcements resulted in extensive damage in bridges. Failure mechanism of a column with termination [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 3074.: PDF Effect of Polypropylene Fiber Reinforced Cement Composites for Enhancing the Seismic Performance of a Full-Scale Bridge Column Based on E-Defense Excitation Zafra, Richelle ; Nakayama, Manabu Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 2064.: PDF Effect of Polypropylene Fiber Reinforced Concrete for Enhancing the Seismic Performance of Bridge Columns Sasaki, Tomohiro ; Kawashima, Kazuhiko Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 2073.: PDF An Analytical Idealization of Longitudinal Bar Pull-out Effect for Seismic Response Analysis of Bridges Sasaki, Tomohiro ; Kajiwara, Koichi Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 2054.: PDF NEES/E-Defense Base-Isolation Tests: Effectiveness of Friction Pendulum and Lead-Rubber Bearings Systems Sasaki, Tomohiro ; Kajiwara, Koichi Detailed record - Similar records
8.	Original version of the author's contribution as presented on CD, paper No. 1269.: PDF NEES/E-Defense Base Isolation Tests: Performance of Triple-Pendulum Bearings Okazaki, Taichiro ; Mahin, S. A. Detailed record - Similar records
9.	Original version of the author's contribution as presented on CD, paper No. 0669.: PDF Effect of UFC Segments for Enhancing the Seismic Performance of Bridge Columns Kawashima, Kazuhiko ; Yamanobe, S. Detailed record - Similar records

See also: similar author names
3	Sasaki, T.
1	Sasaki, Takayuki
1	Sasaki, Tetsuya

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