Show simple item record

dc.contributor.authorMosalam, K.M.en_US
dc.contributor.authorWhite, R.N.
dc.contributor.authorGergely, P.
dc.date.accessioned2010-07-29T14:42:49Zen_US
dc.date.accessioned2010-08-17T17:12:55Zen_US
dc.date.accessioned2014-02-10T20:25:55Z
dc.date.available2010-07-29T14:42:49Zen_US
dc.date.available2010-08-17T17:12:55Zen_US
dc.date.available2014-02-10T20:25:55Z
dc.date.issued1997en_US
dc.identifier97-0019en_US
dc.identifier.govdocPB98-153455en_US
dc.identifier.urihttp://hdl.handle.net/10477/840en_US
dc.description.abstractThis report treats an experimental investigation of gravity load designed steel frames, i.e. steel frames with semi-rigid connections, infilled with unreinforced masonry walls and subjected to slowly applied cyclic lateral loads. An investigation of the mechanical properties of the materials used in constructing the masonry infill walls is included. Various geometrical configurations of the frame and the infill walls, and different material types of the masonry walls, are considered. Based on the results, a hysteresis model for infilled frames is formulated and discussed. All parameters in the model have physical meaning and are calibrated with experimental data.en_US
dc.description.sponsorshipCornell Universityen_US
dc.format.extent110en_US
dc.titleSeismic Evaluation of Frames with Infill Walls using Quasi-Static Expermentsen_US


Files in this item

Thumbnail
Thumbnail

This item appears in the following Collection(s)

Show simple item record