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Stiffness of low rise reinforced concrete shear walls
This paper reviews the history and activities of the ASCE Working Group on the Stiffness of Concrete Shear Wall Structures. This effort was greatly assisted by the US Nuclear Regulatory Commission (NRC) sponsored Seismic Category I Structures Program and their efforts to define a position for the ''reduced concrete stiffness''. The group's activities and recommendations to account for this effect are presented. It should be noted that this effort consisted of reviewing available information, discussion with researchers, and discussion among Working Group members to form a consensus recommendation based on current data.
Stiffness of low rise reinforced concrete shear walls
This paper reviews the history and activities of the ASCE Working Group on the Stiffness of Concrete Shear Wall Structures. This effort was greatly assisted by the US Nuclear Regulatory Commission (NRC) sponsored Seismic Category I Structures Program and their efforts to define a position for the ''reduced concrete stiffness''. The group's activities and recommendations to account for this effect are presented. It should be noted that this effort consisted of reviewing available information, discussion with researchers, and discussion among Working Group members to form a consensus recommendation based on current data.
Stiffness of low rise reinforced concrete shear walls
R. C. Murray (author) / Q. A. Hossain (author) / A. K. Basak (author) / J. G. Bennett (author) / C. R. Farrar (author)
1993
180 pages
Report
No indication
English
Miscellaneous Materials , Radiation Shielding, Protection, & Safety , Nondestructive Testing , Buildings , Nuclear Power Plants , Reinforced Concrete , Cracks , Materials Testing , Reactor Safety , Seismic Effects , Shear Properties , Static Loads , Stresses , Walls , EDB/220900 , EDB/360603 , EDB/420500
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