Author: Stephen A. MahinPublisher:
ISBN:
Category : Buildings
Languages : en
Pages : 382
Book Description
An Evaluation of Some Methods for Predicting Seismic Behavior of Reinforced Concrete Buildings
Author: Stephen A. MahinPublisher:
ISBN:
Category : Buildings
Languages : en
Pages : 382
Book Description
NUREG/CR.
Author: U.S. Nuclear Regulatory CommissionPublisher:
ISBN:
Category : Nuclear energy
Languages : en
Pages : 108
Book Description
Scientific and Technical Aerospace Reports
Author: The Shock and Vibration Digest
Author: Earthquake Engineering Research Center Library Printed Catalog
Author: University of California, Berkeley. Earthquake Engineering Research Center. LibraryPublisher:
ISBN:
Category : Buildings
Languages : en
Pages : 620
Book Description
Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940231
Category : Technology & Engineering
Languages : en
Pages : 384
Book Description
Structural concrete under seismic actions vol 1 state of the art reports AICAP CEB symposium
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 258
Book Description
Technical Report
Author: Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 538
Book Description
RC Frames Under Earthquake Loading
Author: Comité euro-international du bétonPublisher: Thomas Telford
ISBN: 9780727720856
Category : Technology & Engineering
Languages : en
Pages : 328
Book Description
This 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.
Author: