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G. Buonocore¹, A. Gesualdo¹, M. Monaco² and M.T. Savino²

¹Department of Structural Engineering and Architecture, University of Naples "Federico II", Naples, Italy
²Department of Architecture and Industrial Design "L. Vanvitelli", Second University of Naples, Aversa, Caserta, Italy

doi:10.4203/ccp.106.117

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G. Buonocore, A. Gesualdo, M. Monaco, M.T. Savino, "Improvement of Seismic Performance of Unreinforced Masonry Buildings using Steel Frames", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 117, 2014. doi:10.4203/ccp.106.117

Keywords: masonry, strengthening, steel frame..

Summary

This paper provides a criterion for the proportioning of a steel frame for the retrofit of an unreinforced masonry building. A standard model to parametrize the values of the seismic forces absorbed by the masonry structure and steel frame is defined. The main aspect of the paper concerns the proportioning of the stiffness of the steel frame and the size of the anchor under shear force that the masonry panel provides for the steel frame.

The interactions between the masonry building and the steel frame are analyzed by means of a commercial finite element code.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 106 PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: Paper 117 Improvement of Seismic Performance of Unreinforced Masonry Buildings using Steel Frames G. Buonocore¹, A. Gesualdo¹, M. Monaco² and M.T. Savino² ¹Department of Structural Engineering and Architecture, University of Naples "Federico II", Naples, Italy ²Department of Architecture and Industrial Design "L. Vanvitelli", Second University of Naples, Aversa, Caserta, Italy doi:10.4203/ccp.106.117 purchase the full-text of this paper Full Bibliographic Reference for this paper G. Buonocore, A. Gesualdo, M. Monaco, M.T. Savino, "Improvement of Seismic Performance of Unreinforced Masonry Buildings using Steel Frames", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 117, 2014. doi:10.4203/ccp.106.117 Keywords: masonry, strengthening, steel frame.. Summary This paper provides a criterion for the proportioning of a steel frame for the retrofit of an unreinforced masonry building. A standard model to parametrize the values of the seismic forces absorbed by the masonry structure and steel frame is defined. The main aspect of the paper concerns the proportioning of the stiffness of the steel frame and the size of the anchor under shear force that the masonry panel provides for the steel frame. The interactions between the masonry building and the steel frame are analyzed by means of a commercial finite element code. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £65 +P&P)
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