//]]>

Theory of Bridge Aerodynamics (Record no. 11269)

000 -LEADER
fixed length control field 03909nam a22004815i 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20140310143344.0
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field cr nn 008mamaa
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 100715s2010 gw | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9783642136603
978-3-642-13660-3
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 620.1
Edition number 23
264 #1 -
-- Berlin, Heidelberg :
-- Springer Berlin Heidelberg,
-- 2010.
912 ## -
-- ZDB-2-ENG
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Strømmen, Einar N.
Relator term author.
245 10 - IMMEDIATE SOURCE OF ACQUISITION NOTE
Title Theory of Bridge Aerodynamics
Medium [electronic resource] /
Statement of responsibility, etc by Einar N. Strømmen.
300 ## - PHYSICAL DESCRIPTION
Extent 300p.
Other physical details online resource.
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note SOME BASIC STATISTICAL CONCEPTS IN WIND ENGINEERING -- STOCHASTIC DESCRIPTION OF TURBULENT WIND -- BASIC THEORY OF STOCHASTIC DYNAMIC RESPONSE CALCULATIONS -- WIND AND MOTION INDUCED LOADS -- WIND INDUCED STATIC AND DYNAMIC RESPONSE CALCULATIONS -- DETERMINATION OF CROSS SECTIONAL FORCES -- MOTION INDUCED INSTABILITIES -- THE BUFFETING THEORY IN A FINITE ELEMENT FORMAT.
520 ## - SUMMARY, ETC.
Summary, etc In this second edition a new chapter has been added covering the buffeting theory in a finite element format. The motivation for this has been that a finite element format is becoming more and more dominant in all areas of structural mechanics. It is streamlined for computer programming, and it facilitates the use of general purpose routines that are applicable in several types of structural engineering problems. In this book the finite element formulation of the problem of dynamic response calculations follows the general principle of virtual work, a general principle which may be found in many other text books. While the buffeting wind load itself has with no trouble been included in a finite element format, the main challenge has been to obtain a consistent formulation that includes all the relevant motion induced forces. This has been important, because, while many structures (e.g. long-span suspension bridges) may suffer greatly and become unstable at high wind velocities, the same structures may also benefit from these effects at the design wind velocity. It is well known that motion induced forces will change the stiffness and damping properties of the combined structure and flow system. If calculations are performed for a suitably close set of increasing mean wind velocities and the changing mechanical properties (stiffness and damping) are updated from one velocity to the next, then the response of the system may be followed up to wind velocities close to the stability limit, i.e. up to response values that are perceived as unduly large. Finite element calculations may be performed in time domain, in frequency domain or converted into a modal format. All these options have been included. Pursuing a time domain solution strategy requires the use of the so-called indicial functions. The theory behind such a formulation is also covered, and the determination of these functions from aerodynamic derivatives has been included in a separate appendix.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Engineering.
Topical term or geographic name as entry element Engineering mathematics.
Topical term or geographic name as entry element Mechanics, applied.
Topical term or geographic name as entry element Materials.
Topical term or geographic name as entry element Mechanical engineering.
Topical term or geographic name as entry element Civil engineering.
Topical term or geographic name as entry element Engineering.
Topical term or geographic name as entry element Structural Mechanics.
Topical term or geographic name as entry element Continuum Mechanics and Mechanics of Materials.
Topical term or geographic name as entry element Civil Engineering.
Topical term or geographic name as entry element Engineering, general.
Topical term or geographic name as entry element Appl.Mathematics/Computational Methods of Engineering.
Topical term or geographic name as entry element Theoretical and Applied Mechanics.
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element SpringerLink (Online service)
773 0# - HOST ITEM ENTRY
Title Springer eBooks
776 08 - ADDITIONAL PHYSICAL FORM ENTRY
Display text Printed edition:
International Standard Book Number 9783642136597
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier http://dx.doi.org/10.1007/978-3-642-13660-3
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Item type E-Book
Copies
Price effective from Permanent location Date last seen Not for loan Date acquired Source of classification or shelving scheme Koha item type Damaged status Lost status Withdrawn status Current location Full call number
2014-03-31AUM Main Library2014-03-31 2014-03-31 E-Book   AUM Main Library620.1