THE CAPACITY VERIFICATION OF UNIT SYSTEM ARCHITECTURE WITH VERTICAL INTERLOCKING METHOD

THE CAPACITY VERIFICATION OF UNIT SYSTEM ARCHITECTURE WITH VERTICAL INTERLOCKING METHOD

In this paper, new vertical interlocking method using high tension bolts is proposed for laying steel frame unit systems of container standard size. In this method, the location of tightening bolts is characteristic. The position is located inside of a beam from the column beam connection. Therefore...

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Veröffentlicht in:AIJ journal of technology and design 2016-06, Vol.22 (51), p.537-542
Hauptverfasser: HOSONO, Hisayuki, ARIMA, Koichi, SHIBUTANI, Morihiro, KANAO, Iori, YU, Zheng, OGAWA, Yuko, MATSUNAGA, Masayuki, OTANI, Tatsushi, MURAMOTO, Makoto, MORISAKO, Kiyotaka
Format: Artikel
Sprache:eng
Schlagworte:
Architecture (computers)
Bolts
Earthquake engineering
Fracture mechanics
Locking
Tightening
Ultimate tensile strength
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Beschreibung
Zusammenfassung:In this paper, new vertical interlocking method using high tension bolts is proposed for laying steel frame unit systems of container standard size. In this method, the location of tightening bolts is characteristic. The position is located inside of a beam from the column beam connection. Therefore the ultimate strength for the earthquake is decided by the plastic deformation of the beam without the fracture of the bolt. This performance is proved by full scale tests and numerical analyses.
ISSN:1341-9463
1881-8188
DOI:10.3130/aijt.22.537