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The renovation and rehabilitation of existing constructions together with the preservation and restoration of the architectural heritage are, in fact, activities which deserve particular attention by people involved in both design and constructional process. This wide subject has been treated in the book by identifying the main aspects and analysing them from the general design criteria to the execution rules in order to completely cover the concerned field. This approach is, therefore, characterised by an unitary feature which is difficult to find in other books. In particular many practical examples collected from all over the World are analysed, compared and discussed in detail, focusing the main reasons of both the structural choice and the material selection. The authors of the 6 Chapters, as out-standing experts in their specific fields, provide high level contributions particular based on their technical and professional experience.
Definition of semi-rigid steel structural connections, classification and influence to the structural response of sway and non-sway steel frames. Sources of connection compliance, ductility and the application of the component method for characterization of the joint properties. Verification procedures for the available and the required capacity of joints and the design of semi-rigid steel structural connections. Application of the Finite Element Method for the simulation of the structural response of semi-rigid connections taking into account all prominent nonlinear phenomena (cf. e.g. contact, friction and plasticity).
Behaviour of Steel Structures in Seismic Areas comprises the latest progress in both theoretical and experimental research on the behaviour of steel structures in seismic areas. The book presents the most recent trends in the field of steel structures in seismic areas, with particular reference to the utilisation of multi-level performance bas
The river Danube is an international waterway flowing 2857 km across Europe from the heights of the Schwarzwald massif down in the Black Sea delta. In its passage, the second longest European river crosses 22 geographical longitudes, joining 8 countries: Germany, Austria, Slovakia, Hungary, Serbia, Romania, Bulgaria and Ukraine. The International Conference on Bridges across the Danube has become a traditional international event in bridge engineering, initiated by Prof. Miklos Iványi and organized periodically each third year in different Danube countries: 1992 on a ship, sailing on the Danube from Vienna via Bratislava to Budapest, 1995 in Bucharest, 1998 in Regensburg, 2001 in Bratislava, 2004 in Novi Sad, 2007 in Budapest and 2010 in Sofia. The Eight International Conference on Bridges across the Danube took place in Timisoara (Romania) and Belgrade (Serbia) in October 2013 aiming at analysing present trends in bridge construction in every Danube country.
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Vols. 29-30 contain papers of the International Engineering Congress, Chicago, 1893; v. 54, pts. A-F, papers of the International Engineering Congress, St. Louis, 1904.
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Do you know how many specifications deal with stability design of metal structures? Do you know which provisions are the same, which are different, & why they are different? Do you know which specifications use allowable stress design & which use Limit States Design (or LFRD)? At your fingertips you will find all the major specifications of the world, an indication of some of their differences, & some of the reasons why these differences exist. Geographical regions covered - Australia, China, Eastern Europe, Japan, North America & Western Europe. Topics covered - Compression Members; Built-Up Members; Beams; Plate & Box Girders; Beam-Columns; Frames; Arches; Triangulated Structures; Tubular ...
Compilation of Papers Pertaining to Stability of Metal Structures