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Paper Information

Journal:   MODARES TECHNICAL AND ENGINEERING   Winter 2004 , Volume - , Number 14; Page(s) 15 To 28.
 
Paper: 

EXPERIMENTAL STUDY OF DUCTILITY OF STEEL FRAMES WITH SADDLE-LIKE (KHORJEENI) CONNECTIONS

 
 
Author(s):  AGHA KOUCHAK A.A.*, VESHKINI P.
 
* Civil Engineering Department, Tarbiat Modarres University, Tehran, Iran
 
Abstract: 

In this research, two types of steel frames with saddle-like connection were tested. They were: a) unbraced frames with modified Khorjeeni connection and, b) braced frames with conventional Khorjeeni connection. Four half scale models of the above mentioned frames were tested in laboratory under semi-dynamic cycles of loading. From these experiments the ductility factor,µ, for unbraced frames were found to be at least equal to 2.4 and for braced frames to be equal to 2.0.

 
Keyword(s): KHORJEENI CONNECTION, STEEL FRAME, DUCTILITY
 
 
References: 
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Citations: 
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+ Click to Cite.
APA: Copy

AGHA KOUCHAK, A., & VESHKINI, P. (2004). EXPERIMENTAL STUDY OF DUCTILITY OF STEEL FRAMES WITH SADDLE-LIKE (KHORJEENI) CONNECTIONS. MODARES TECHNICAL AND ENGINEERING, -(14), 15-28. https://www.sid.ir/en/journal/ViewPaper.aspx?id=4861



Vancouver: Copy

AGHA KOUCHAK A.A., VESHKINI P.. EXPERIMENTAL STUDY OF DUCTILITY OF STEEL FRAMES WITH SADDLE-LIKE (KHORJEENI) CONNECTIONS. MODARES TECHNICAL AND ENGINEERING. 2004 [cited 2021June15];-(14):15-28. Available from: https://www.sid.ir/en/journal/ViewPaper.aspx?id=4861



IEEE: Copy

AGHA KOUCHAK, A., VESHKINI, P., 2004. EXPERIMENTAL STUDY OF DUCTILITY OF STEEL FRAMES WITH SADDLE-LIKE (KHORJEENI) CONNECTIONS. MODARES TECHNICAL AND ENGINEERING, [online] -(14), pp.15-28. Available: https://www.sid.ir/en/journal/ViewPaper.aspx?id=4861.



 
 
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