RC frames under earthquake loading : state of the art report
Author(s)
Bibliographic Information
RC frames under earthquake loading : state of the art report
T. Telford , American Society of Civil Engineers, Publications Sales Dept. [distributor], 1996
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Note
At head of title: Comité euro-international du béton
Includes bibliographical references (p. 285-303)
Description and Table of Contents
Description
The assessment of the respoonse of reinforced concrete frames to earthquakes is essential in many parts of the world. Therefore, the design and assessment of the structures which are likely to be subjected to such actions require the application of non-linear analysis using finite element techniques of different degrees of complexity. This state-of-the-art report, examines the behaviour of individual frame members subjected to the cyclic actions arising in seismically loaded frames; i.e. slender flexure-dominated beams, short columns and beam-column joints. The report also considers global inelastic frame behaviour and its modelling, and the peculiarities of the behaviour of masonry-filled frames.
Table of Contents
* Frame members in bending with or without axial force * Frame members in flexure and axial force with high shear * Beam-column joints * Global structural behaviour of bare frames * Reinforced concrete infilled frames * Appendix * References * Bibliography
by "Nielsen BookData"