For the theoretical modeling of connections, the concept of semi-rigid connections as an alternative to the conventional idealizations of perfectly pinned or rigid connections will be addressed. Included will be methods to model and design semi-rigid connection behavior within frames.
The effects of connection behavior on frames will also be considered. Description Thesis M. Date issued Department Massachusetts Institute of Technology.
Publisher Massachusetts Institute of Technology. Keywords Civil and Environmental Engineering. Skip to content. Search for books, journals or webpages All Pages Books Journals. View on ScienceDirect.
Imprint: Pergamon. Published Date: 20th May Page Count: Flexible - Read on multiple operating systems and devices.
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Institutional Subscription. Free Shipping Free global shipping No minimum order. For engineers and researchers in the field of steel structures.
It is recognised that interaction with a composite floor will affect the behaviour of a simple connection. Steelwork Contractors equip their workshops with specialist machinery that increases the speed of fabrication , allowing them to produce fittings and prepare the members much more quickly than they would if the connection configuration were different each time. He's the owner of a professional engineering firm with branches in Europe, Asia and America as well as an active member in international associations. Tan and B. Their technical hitches transportation can be removed by prefabrication of joints and small fabrication of components. Published in: Engineering. Seismic behavior of ConXL rigid connection in box-columns not filled with concrete.
University of Trento, Trento, Italy. Powered by.
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His professional experience is focused on steel structures, he has designed and engineered in various construction sectors worldwide. He's the owner of a professional engineering firm with branches in Europe, Asia and America as well as an active member in international associations.
This allowed him to develop a broad international experience that he shares by means of this book with those interested in the design of bolted joints of steel structures.