Theory and Design of Seismic Resistant Steel Frames
A state-of-the-art summary of recent developments in the behaviour, analysis and design of seismic resistant steel frames. Much more than a simple background volume, it gives the most recent results which can be used in the near future to improve the codified recommendations for steel structures in seismic zones. It contains new material which cannot be found in any standard reference book on seismic engineering.
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Theory and Design of Seismic Resistant Steel Frames
A state-of-the-art summary of recent developments in the behaviour, analysis and design of seismic resistant steel frames. Much more than a simple background volume, it gives the most recent results which can be used in the near future to improve the codified recommendations for steel structures in seismic zones. It contains new material which cannot be found in any standard reference book on seismic engineering.
86.99 In Stock
Theory and Design of Seismic Resistant Steel Frames

Theory and Design of Seismic Resistant Steel Frames

Theory and Design of Seismic Resistant Steel Frames

Theory and Design of Seismic Resistant Steel Frames

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$86.99 
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Overview

A state-of-the-art summary of recent developments in the behaviour, analysis and design of seismic resistant steel frames. Much more than a simple background volume, it gives the most recent results which can be used in the near future to improve the codified recommendations for steel structures in seismic zones. It contains new material which cannot be found in any standard reference book on seismic engineering.

Product Details

ISBN-13: 9780367866082
Publisher: CRC Press
Publication date: 12/12/2019
Pages: 516
Product dimensions: 6.12(w) x 9.19(h) x (d)

About the Author

Federico Mazzolani is Emeritus professor University of Naples Federico II | UNINA · Department of Structures for Engineering and Architecture. Vincenzo Piluso is Professor, Department of Civil Engineering, University of Salerno, Italy.

Table of Contents

Preface. Notation. Basic seismic design criteria. Global ductility of MR-frames. Local ductility of steel beams and beam-columns. Evaluation of the q-factor. Overall stability effects. Behaviour of connections. Seismic behaviour of semirigid frames. Structural regularity. Influence of random material variability. Influence of claddings. Index.
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