Author(s): Usik Lee
Published Online: 10 SEP 2009
Print ISBN: 9780470823743
Online ISBN: 9780470823767
DOI: 10.1002/9780470823767
Info:
* Presents all aspects of SEM in one volume, both theory and applications
* Helps students and professionals master associated theories, modeling processes, and analysis methods
* Demonstrates where and how to apply SEM in practice
* Introduces real-world examples across a variety of structures
* Shows how models can be used to evaluate the accuracy of other solution methods
* Cross-checks against solutions obtained by conventional FEM and other solution methods
* Comes with downloadable code examples for independent practice
Spectral Element Method in Structural Dynamics is a concise and timely introduction to the spectral element method (SEM) as a means of solving problems in structural dynamics, wave propagations, and other related fields. The book consists of three key sections. In the first part, background knowledge is set up for the readers by reviewing previous work in the area and by providing the fundamentals for the spectral analysis of signals. In the second part, the theory of spectral element method is provided, focusing on how to formulate spectral element models and how to conduct spectral element analysis to obtain the dynamic responses in both frequency- and time-domains. In the last part, the applications of SEM to various structural dynamics problems are introduced, including beams, plates, pipelines, axially moving structures, rotor systems, multi-layered structures, smart structures, composite laminated structures, periodic lattice structures, blood flow, structural boundaries, joints, structural damage, and impact forces identifications, as well as the SEM-FEM hybrid method.
Spectral Element Method in Structural Dynamics can be used by graduate students of aeronautical, civil, naval architectures, mechanical, structural and biomechanical engineering. Researchers in universities, technical institutes, and industries will also find the book to be a helpful reference highlighting SEM applications to various engineering problems in areas of structural dynamics, wave propagations, and other related subjects. The book can also be used by students, professors, and researchers who want to learn more efficient and more accurate computational methods useful for their research topics from all areas of engineering, science and mathematics, including the areas of computational mechanics and numerical methods.
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Please kindly download for me the following articles from Seismological Research Letters:
1) On the Selection of Ground-Motion Prediction Equations for Seismic Hazard Analysis,
Julian J. Bommer, John Douglas, Frank Scherbaum, Fabrice Cotton, Hilmar Bungum, and Donat Fäh
---Seismological Research Letters, September/October 2010; 81: 783 - 793.
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2) The Variability of Ground-Motion Prediction Models and Its Components,
Linda Al Atik, Norman Abrahamson, Julian J. Bommer, Frank Scherbaum, Fabrice Cotton, and Nicolas Kuehn
---Seismological Research Letters, September/October 2010; 81: 794 - 801.
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3) Sigma: Issues, Insights, and Challenges,
Fleur O. Strasser, Norman A. Abrahamson, and Julian J. Bommer
---Seismological Research Letters, January/February 2009; 80: 40 - 56.
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Dear Our members,
I wonder if any of us have a book called "Spectral Element Method in Structural Dynamics"? If you do and would like to share it with usm I'll be much appreciated. The book details are as follows:
Title: Spectral Element Method in Structural Dynamics
Author :Usik Lee
Publisher: Wiley Interscience
ISBN: 978-0-470-82374-3
480 pages
September 2009
Behaviour of Precast Concrete Floor Slabs Exposed to Standardised Fire
by Gordon M E Cooke
Abstract
This paper quantifies the thermal movements of 14 simply supported precast reinforced concrete floor slabs of 4.5m span and 900mm width exposed to two standardised heating regimes used in fire resistance furnace tests. The tests were designed to show the effect of varying the slab thickness, type of concrete, imposed load, soffit protection and nature of fire exposure on the mid-span flexural deflection and axial movements of the slab ends. Measured deflections showed that during the 90 min design period of fire resistance thermal bowing was dominant and the effect of the 1.5 kN/m2 design imposed load was small. The NPD hydrocarbon fire exposure caused a doubling of the flexural deflections achieved using the standard BS 476: Part 8 (now Part 20) fire exposure in the first 20 min of exposure.
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0.17MB single PDF Mirror-enate please
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