Page 10 - Dynamic Loading and Design of Structures
P. 10

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                                                      Preface




               The dynamical behaviour of civil engineering structures has traditionally been tackled, for
               design purposes, in an ‘equivalent static’ way, essentially by introducing magnification
               factors for vertically applied loads and/or by specifying equivalent horizontal loads. Today the
               availability of software able to deal explicitly with dynamic analysis of realistic structures
               with many (dynamic) degrees of freedom, as well as the outcome of the valuable research
               carried out in the various fields included under ‘Dynamics’, make this type of analysis a part
               of everyday life in the design office.
                 There are also a number of good reasons why dynamical behaviour of buildings, bridges
               and other structures is now more of a concern for the designer than it used to be 20 or 30
               years ago. One reason is that the aforementioned structures currently consist of structural
               members that are more slender than before, and lighter cladding made of metal and glass or
               composites rather than of brick walls. This offers a number of architectural advantages, but
               also makes these structures more sensitive to vibration, due to their reduced stiffness. From
               another perspective, the risk to environmental dynamic loads, like those from earthquakes, has
               increased due to the tremendous increase in urbanization witnessed in many countries subject
               to such hazards. Furthermore, the increased need for building robust and efficient structures
               inside the sea has also placed more emphasis on properly designing such structures against
               dynamic loading resulting from waves and currents.
                 Dealing with all, or even some of the aforementioned dynamic loads in an explicit way is
               clearly a challenge for the practising engineer, since academic curricula can hardly
               accommodate a proper treatment of all these loads. Furthermore, the lack of a book dealing
               with all types of dynamic loading falling within the scope of current codes of practice, makes
               the problem even more acute.
                 The main purpose of this book is to present in a single volume material on dynamic loading
               and design of structures that is currently spread among several publications (books, journals,
               conference proceedings). The book provides the background for each type of loading (making
               also reference to recent research results), and then focuses on the way each loading is taken
               into account in the design process.
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