Civil Engineering Association

Dear friends, I need this paper:

"Ductile Steel Beam-to-Column Connections for Seismic Resistance"
Chen S. J., Yeh C. H., Chu J. M.(1996),
Journal of Structural Engineering.
Experimental Evaluation of Cyclically Loaded Reduced
Beam Section Moment Connections
Jones S. L., Fry G. T.(2002), Engelhardt M. D.,
Journal of Structural Engineering.
Experimental Evaluation of Reduced Beam Section Connections to Deep
Columns",
Zhang X., Ricles J. M.(2006),
Journal of Structural Engineering.
"Effects of Panel Zone Strength and Beam Web Connection
Method on Seismic Performance of Reduced Beam Section Steel Moment Connections"
Lee C. H., Jeon S. W., Uang C. M.(2005),
Journal of Structural Engineering.
"Cyclic Response and Design Recommendations of Reduced Beam Section
Moment Connections with Deep Columns"
Chi B., Uang C. M.(2002),
Journal of Structural Engineering.
"Experimental Study of Jumbo Size Reduced Beam Section Connections Using
High-Strength Steel"
Chen S. J., Chin T. T.(2004),
Journal of Structural Engineering.
"Seismic Design Enhancements and the Reduced Beam Section Detail for Steel Moment
Frames"
Iwankiw N.(2004),
"Seismic Design Enhancements and the Reduced Beam Section Detail for Steel Moment
Frames"

any other important paper about RBS are favorite...

"Ductile Steel Beam-to-Column Connections for Seismic Resistance"

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Experimental Evaluation of Cyclically Loaded Reduced

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Experimental Evaluation of Reduced Beam Section Connections to Deep
Columns",

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

"Effects of Panel Zone Strength and Beam Web Connection
Method on Seismic Performance of Reduced Beam Section Steel Moment Connections"

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Cyclic Response and Design Recommendations of Reduced Beam Section
Moment Connections with Deep Columns

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

"Experimental Study of Jumbo Size Reduced Beam Section Connections Using
High-Strength Steel"

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Seismic Design Enhancements and the Reduced Beam Section Detail for Steel Moment
Frames

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Hi,

Can anyone reload the papers..The links are not working.

Many thanks,
Mac

Administrator

hich

Mace