| 1. |
Gholamreza ZAMANI AHARI, Kentaro YAMAGUCHI, Hiromi NISHIYAMA, Masakatsu MIYAJIMA, AN EXPERIMENTAL STUDY ON THE RETROFITTING OF UNREINFORCED MASONRY SPECIMENS WITH ECC AND AFRP SHEET, 第59回構造工学シンポジウム, 2013.04. |
| 2. |
Kentaro YAMAGUCHI, Tomoyuki KOYAMA, Ryotaro KURODA, Development of Damping System Using Friction-Resistant Dry-Masonry Wall
- Proposal of the Construction Method which Controls a Slipping Layer and Horizontal Loading Test of the Wall and Frame Specimen -, First International Conference on HABITAT Engineering and Design, 2012.10. |
| 3. |
ZAMANI AHARI Gholamreza, YAMAGUCHI Kentaro, Shear Behavior of Unreinforced Masonry Wall Specimens Retrofitted with Aramid Fiber Sheet, 日本建築学会2012年度大会, 2012.09. |
| 4. |
2-dimensional distribution of Distributed Unbond Prestress.
Part 4. Prestress distribution in DUP beam.. |
| 5. |
A Study on The Evaluation System of Environmental Damage on Sustainability
Part 1 The Evaluation Method of Welfare by The SRB-DUP Brick House. |
| 6. |
A Study on The Evaluation System of Environmental Damage on Sustainability
Part 2 The Evaluation Method of Environmental Damage by The SRB-DUP Brick House. |
| 7. |
Mechanical characteristics of construction tiding over vibration.
Part 1. Evaluation for the compressive strength of brick wall and column on the limit states.. |
| 8. |
Mechanical characteristics of construction tiding over vibration.
Part 2. Evaluation for the bending strength of brick build-up beam on the limit state where damage does not remain.. |
| 9. |
Mechanical characteristics of construction tiding over vibration.
Part 3. Evaluation for the bending strength of brick coupled beam on the limit state where damage doesn't remain.. |
| 10. |
Mechanical characteristics of construction tiding over vibration for sustainable building.
Part 1. Evaluation for the compressive strength of brick wall and column on the limit states.. |
| 11. |
Mechanical characteristics of construction tiding over vibration for sustainable building.
Part 2. Prestress distribution in SRB-DUP beam.. |
| 12. |
Mechanical characteristics of construction tiding over vibration for sustainable building.
Part 3. Evaluation for the bending strength of brick build-up beam on the limit state where damage does not remain.. |
| 13. |
Mechanical characteristics of construction tiding over vibration for sustainable building.
Part4. Evaluation for the bending strength of brick coupled beam on the limit state where damage does not remain.. |
