Home > ITAM Library > Papers > Joint Shear? or Column-to-Beam Strength Ratio? Which is a key parameter for seismic design of RC Beam-column joints - Test Series on Exterior Joints
 

Joint Shear? or Column-to-Beam Strength Ratio? Which is a key parameter for seismic design of RC Beam-column joints - Test Series on Exterior Joints

Kusuhara, Fumio

Abstract eng:


Contributors:
Shiohara, Hitoshi
Conference Title:
Proceedings of the 15th World Conference on Earthquake Engineering
Conference Title:
15th World Conference on Earthquake Engineering
Conference Venue:
Lisbon (PT)
Conference Dates:
2012-09-24 / 2012-09-28
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



Record appears in:
ITAM Library > Papers



 Record created 2014-12-03, last modified 2014-12-03
Similar records


Original version of the author's contribution as presented on CD, paper No. 1988.:
Download fulltext
PDF
Rate this document:

Rate this document:
1
2
3
4
5
 
(Not yet reviewed)
The Institute of Theoretical and Applied Mechanics :: Search :: Submit :: Personalize :: Help
Powered by Invenio v1.1.3.1022-d8f569
Maintained by fischerc@itam.cas.cz