E-defense tests on full-scale steel buildings: Part 4 - Multipurpose test bed for efficient experiments

Structural Engineering Research Frontiers

Volumn , Issue , 2007, Pages

  Takeuchi, Toru ^a   Kasai, Kazuhiko ^a   Midorikawa, Mitsumasa ^b   Matsuoka, Yuichi ^c  

^a TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^b HOKKAIDO UNIVERSITY   (Japan)

^c NATIONAL RESEARCH INSTITUTE FOR EARTH SCIENCE AND DISASTER PREVENTION   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COLLABORATION RESEARCHES; EARTHQUAKE SIMULATOR; HORIZONTAL STIFFNESS; INERTIAL FORCES; INNOVATIVE METHOD; NON-STRUCTURAL ELEMENTS; PARAMETRIC STUDY; PROTECTIVE SYSTEMS;

EQUIPMENT TESTING; STIFFNESS;

RESEARCH;

EID: 84890914933     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40944(249)19     Document Type: Conference Paper

References (9)

1. Kasai, K., Ooki, Y., Motoyui S., Takeuchi T., and Sato, E., "E-Defense Tests on Full-Scale Steel Buildings: Part 1 - Experiments Using Dampers or Isolators", ASCE Structures Congress, Long Beach, CA, May 16-19, 2007.
2. Suita, K., Yamada, S., Tada, N., Kasai, K., Matsuoka, Y., and Sato, E., "E-Defense Tests on Full-Scale Steel Buildings: Part 2 - Collapse Experiments on Moment Frames", ASCE Structures Congress, Long Beach, CA, May 16-19, 2007.
3. Tada, M., and Pan, P., "A Modified Operator Splitting (OS) Method for Collaborative Structural Analysis (CSA)", International Journal for Numerical Methods in Engineering, John Wiley & Sons Ltd., 2007 (To Be Published).
4. Ogawa, K. and Tada, M., "Computer Program for Static and Dynamic Analysis of Steel Frames Considering the Deformation of Joint Panel", Proc. of 17th Symposium on Computer Technology of Information, Systems and Applications,, A. I. J., 1994, pp.79-84, (in Japanese).
5. Kato, B. and Akiyama, H., "The Ultimate Strength of the Steel Beam-Column (Part.4)", Trans. of A.I.J., No.151, 1968, pp.15-20, (in Japanese).
6. Okada, K. et. Al., "Experimental Study on Deformation Capacity of the Composite Beams", Proc. of 6th PSSC, 2001.10, pp.233-238.
7. Yamada, S. and Akiyama, H., "Deteriorating Behavior of Steel Members in Post-Buckling Range. Structural Stability and Design", Proc. of ICSSD'95 at Sydney, 1995, pp.169-174.
8. Nakamura, Y., Uehan, F. and Inoue, H., "Waveform and its Analysis of the 1995 Hyogo-Ken-Nanbu Earthquake Information", Railway Technical Research Institute, No. 23d, 1995 (in Japanese).
9. ABAQUS Ver. 6.5 Documentation, ABAQUS Inc., 2005.