Semi-rigid Joints in Structural Steelwork (CISM International Centre for Mechanical Sciences). This item is unavailable.
Language: English
Published by Springer Verlag Wien, 2001
Series: Book 187 of 433 - CISM International Centre for Mechanical Sciences
- Softcover
- New
Seller: Revaluation Books, Exeter, United KingdomRevaluation Books
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Softcover
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Item description from seller
1st edition. 347 pages. 9.50x7.00x0.75 inches. In Stock.
Seller Inventory # 3211833315
- Title
- Semi-rigid Joints in Structural Steelwork (CISM International Centre for Mechanical Sciences)
- Author
- Ivanyi, Miklos (Editor)/ Baniotopoulos, Charalambos C. (Editor)
- Publisher
- Springer Verlag Wien
- Publication year
- 2001
- Condition
- Brand New
- Binding
- Paperback
- Language
- English
- ISBN 10
- 3211833315
- ISBN 13
- 9783211833315
- Item weight
- 0.61 kilograms
- Series
- Book 187 of 433: CISM International Centre for Mechanical Sciences
Definition of semi-rigid steel structural connections, classification and influence to the structural response of sway and non-sway steel frames. Sources of connection compliance, ductility and the application of the component method for characterization of the joint properties. Verification procedures for the available and the required capacity of joints and the design of semi-rigid steel structural connections. Application of the Finite Element Method for the simulation of the structural response of semi-rigid connections taking into account all prominent nonlinear phenomena (cf. e.g. contact, friction and plasticity).
"Synopsis" may belong to another edition of this title.
Synopsis
This work talks about: definition of semi-rigid steel structural connections, classification and influence to the structural response of sway and non-sway steel frames; sources of connection compliance, ductility and the application of the component method for characterization of the joint properties; verification procedures for the available and the required capacity of joints and the design of semi-rigid steel structural connections; and application of the Finite Element Method for the simulation of the structural response of semi-rigid connections taking into account all prominent nonlinear phenomena (cf. e.g. contact, friction and plasticity).
"About the title" may belong to another edition of this title.