Abstract
This paper presents the behavior of offset beam-to-column connection panels with exterior diaphragms. The plastic strength of panel is proposed based on two collapse mechanisms of the connection panels. One of the mechanisms is only panel yielding type which is the same as the standard panel. The other is a mechanism by a combination of yielding in some parts such as panels, exterior diaphragms and column tube wall. In order to confirm the applicability of the strength, cyclic loading tests of cruciform sub-assemblages were conducted. As a result, the strength and assumed collapse mechanisms were in good agreement with the test results.
| Original language | English |
|---|---|
| Title of host publication | ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction |
| Publisher | Research Publishing Services |
| Pages | 195-200 |
| Number of pages | 6 |
| ISBN (Electronic) | 9810753551, 9789810753559 |
| DOIs | |
| Publication status | Published - 2013 |
| Event | 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013 - Honolulu, United States Duration: Jun 18 2013 → Jun 23 2013 |
Other
| Other | 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013 |
|---|---|
| Country | United States |
| City | Honolulu |
| Period | 6/18/13 → 6/23/13 |
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All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction
Cite this
Elasto-plastic behavior of offset beam-to-column connection panels with exterior diaphragms. / Matsuo, Shintaro; Oyamada, Takuro; Ozono, Masaki.
ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction. Research Publishing Services, 2013. p. 195-200.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Elasto-plastic behavior of offset beam-to-column connection panels with exterior diaphragms
AU - Matsuo, Shintaro
AU - Oyamada, Takuro
AU - Ozono, Masaki
PY - 2013
Y1 - 2013
N2 - This paper presents the behavior of offset beam-to-column connection panels with exterior diaphragms. The plastic strength of panel is proposed based on two collapse mechanisms of the connection panels. One of the mechanisms is only panel yielding type which is the same as the standard panel. The other is a mechanism by a combination of yielding in some parts such as panels, exterior diaphragms and column tube wall. In order to confirm the applicability of the strength, cyclic loading tests of cruciform sub-assemblages were conducted. As a result, the strength and assumed collapse mechanisms were in good agreement with the test results.
AB - This paper presents the behavior of offset beam-to-column connection panels with exterior diaphragms. The plastic strength of panel is proposed based on two collapse mechanisms of the connection panels. One of the mechanisms is only panel yielding type which is the same as the standard panel. The other is a mechanism by a combination of yielding in some parts such as panels, exterior diaphragms and column tube wall. In order to confirm the applicability of the strength, cyclic loading tests of cruciform sub-assemblages were conducted. As a result, the strength and assumed collapse mechanisms were in good agreement with the test results.
UR - http://www.scopus.com/inward/record.url?scp=84923128325&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84923128325&partnerID=8YFLogxK
U2 - 10.3850/978-981-07-5354-2-St-93-275
DO - 10.3850/978-981-07-5354-2-St-93-275
M3 - Conference contribution
AN - SCOPUS:84923128325
SP - 195
EP - 200
BT - ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction
PB - Research Publishing Services
ER -