Abstract
The test results concluded that the type of steel joint splice such as steel angle plate connecting system is effective in the full transmission of bending moment through the joint and it may be one of the useful joint splices for the practical application of precast concrete block structures.
| Original language | English |
|---|---|
| Pages | 179-183 |
| Number of pages | 5 |
| Publication status | Published - Jan 1 1977 |
| Event | Proc Jpn Congr Mater Res 20th - Kyoto, Jpn Duration: Sep 1 1976 → Sep 1 1976 |
Other
| Other | Proc Jpn Congr Mater Res 20th |
|---|---|
| City | Kyoto, Jpn |
| Period | 9/1/76 → 9/1/76 |
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All Science Journal Classification (ASJC) codes
- Engineering(all)
Cite this
BENDING STRENGTH OF REINFORCED AND PRESTRESSED CONCRETE SIMPLE BEAMS CONNECTED WITH A STEEL JOINT. / Ohta, Toshiaki; Hino, Shinichi.
1977. 179-183 Paper presented at Proc Jpn Congr Mater Res 20th, Kyoto, Jpn, .Research output: Contribution to conference › Paper
}
TY - CONF
T1 - BENDING STRENGTH OF REINFORCED AND PRESTRESSED CONCRETE SIMPLE BEAMS CONNECTED WITH A STEEL JOINT.
AU - Ohta, Toshiaki
AU - Hino, Shinichi
PY - 1977/1/1
Y1 - 1977/1/1
N2 - The test results concluded that the type of steel joint splice such as steel angle plate connecting system is effective in the full transmission of bending moment through the joint and it may be one of the useful joint splices for the practical application of precast concrete block structures.
AB - The test results concluded that the type of steel joint splice such as steel angle plate connecting system is effective in the full transmission of bending moment through the joint and it may be one of the useful joint splices for the practical application of precast concrete block structures.
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UR - http://www.scopus.com/inward/citedby.url?scp=0017747724&partnerID=8YFLogxK
M3 - Paper
AN - SCOPUS:0017747724
SP - 179
EP - 183
ER -