Theory and Design of Seismic Resistant Steel Frames
Autor Federico Mazzolani, Vincenzo Pilusoen Limba Engleză Hardback – 9 mai 1996
Toate formatele și edițiile | Preț | Express |
---|---|---|
Paperback (1) | 368.14 lei 6-8 săpt. | |
CRC Press – 12 dec 2019 | 368.14 lei 6-8 săpt. | |
Hardback (1) | 2376.62 lei 6-8 săpt. | |
CRC Press – 9 mai 1996 | 2376.62 lei 6-8 săpt. |
Preț: 2376.62 lei
Preț vechi: 3219.70 lei
-26% Nou
Puncte Express: 3565
Preț estimativ în valută:
454.79€ • 478.46$ • 376.54£
454.79€ • 478.46$ • 376.54£
Carte tipărită la comandă
Livrare economică 14-28 ianuarie 25
Preluare comenzi: 021 569.72.76
Specificații
ISBN-13: 9780419187608
ISBN-10: 041918760X
Pagini: 516
Dimensiuni: 156 x 234 x 29 mm
Greutate: 1.11 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
ISBN-10: 041918760X
Pagini: 516
Dimensiuni: 156 x 234 x 29 mm
Greutate: 1.11 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
Cuprins
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.
Recenzii
'The book is to be commended to those engineers sho want to extend their knowledge beyond the basic and who want to tackle the enormous challenges which earthquake engineering introduces.' - The Structural Engineer
Notă biografică
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.
Vincenzo Piluso is Professor, Department of Civil Engineering, University of Salerno, Italy.
Descriere
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.