Seismic Evaluation and Rehabilitation of Structures /

Detalles Bibliográficos
Autor Corporativo: SpringerLink (Online service)
Otros Autores: Ilki, Alper. (Editor ), Fardis, Michael N. (Editor )
Formato: eBook
Lenguaje:English
Publicado: Cham : Springer International Publishing : Imprint: Springer, 2014.
Edición:1st ed. 2014.
Colección:Geotechnical, Geological and Earthquake Engineering, 26
Materias:
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020 |a 9783319004587 
024 7 |a 10.1007/978-3-319-00458-7  |2 doi 
040 |a Sistema de Bibliotecas del Tecnológico de Costa Rica 
245 1 0 |a Seismic Evaluation and Rehabilitation of Structures /  |c edited by Alper Ilki, Michael N. Fardis. 
250 |a 1st ed. 2014. 
260 # # |a Cham :  |b Springer International Publishing :  |b Imprint: Springer,  |c 2014. 
300 |a XIX, 497 p. 359 illus., 169 illus. in color. :  |b online resource. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a Geotechnical, Geological and Earthquake Engineering,  |v 26 
505 0 |a Preface -- 1. Surrealism in Facing the Earthquake Risk -- 2. Rapid Seismic Assessment Procedures for the Turkish Building Stock -- 3. Post-Earthquake Risk-Based Decision Making Methodology for Turkish School Buildings -- 4. Proposed Vulnerability Functions to Estimate the Real Damage State of RC Buildings after Major Turkish Earthquakes -- 5. Probabilistic Path Finding Method for Post-Disaster Risk Estimation -- 6. Seismic Behaviour of Thin-Bed Layered Unreinforced Clay Masonry Shear Walls Including Soundproofing Elements -- 7. Assessing Seismic Vulnerability of Unreinforced Masonry Walls Using Elasto-Plastic Damage Model -- 8. Implementation of Experimentally Developed Methodology for Seismic Strengthening and Repair of Historic Monuments -- 9. Shaking Table Tests of a Full-scale Two-Storey Predamaged Natural Stone Building Retrofitted with the Multi-Axial Hybrid Textile System “Eq-grid” -- 10. Application of Mesh Reinforced Mortar for Performance Enhancement of Hollow Clay Tile Infill Walls -- 11. Shake Table Tests on Deficient RC Buildings Strengthened Using Post-Tensioned Metal Straps -- 12. Bond Strength of Lap Splices in FRP and TRM Confined Concrete: Behaviour and Design -- 13. Finite Element Modeling of Seismic Performance of Low Strength Concrete Exterior Beam-Column Joints -- 14. Experimental Behavior of Non-Conforming Full Scale RC Beam-Column Joints Retrofitted with FRP -- 15. Seismic Rehabilitation of Concrete Buildings by Converting Frame Bays into RC Walls -- 16. Pseudo-Dynamic Tests of 4-Storey Non-Ductile Frames with RC Infilling of the Bay -- 17. RC Infilling of Existing RC Structures for Seismic Retrofitting -- 18. Hybrid Control of a 3-D Structure by using Semi-Active Dampers -- 19. Substructured Pseudo-Dynamic Tests on Seismic Response Control of Soft-First-Story Buildings -- 20. Towards Robust Behavioral Modeling of Reinforced Concrete Members -- 21. Earthquake Engineering Experimental Facility for Research and Public Outreach -- 22. Physical Modeling for the Evaluation of the Seismic Behavior of Square Tunnels -- 23. Susceptibility of Shallow Foundation to Rocking and Sliding Movements during Seismic Loading -- 24. Centrifuge Modeling of Liquefaction Effects on Shallow Foundations -- 25. Stability Control of Rafted Pile Foundation against Soil Liquefaction  -- 26. Experimental Assessment of Seismic Pile-Soil -- Interaction. 27 -- Experimental Investigation of Dynamic Behaviour of Cantilever Retaining Walls -- Index. 
650 0 |a Geotechnical engineering. 
650 0 |a Mechanics. 
650 0 |a Mechanics, Applied. 
650 0 |a Civil engineering. 
650 0 |a Vibration. 
650 0 |a Dynamical systems. 
650 0 |a Dynamics. 
650 0 |a Natural disasters. 
650 1 4 |a Geotechnical Engineering & Applied Earth Sciences. 
650 2 4 |a Solid Mechanics. 
650 2 4 |a Civil Engineering. 
650 2 4 |a Vibration, Dynamical Systems, Control. 
650 2 4 |a Natural Hazards. 
700 1 |a Ilki, Alper.  |e editor. 
700 1 |a Fardis, Michael N.  |e editor. 
710 2 |a SpringerLink (Online service) 
773 0 |t Springer eBooks 
900 |a Libro descargado a ALEPH en bloque (proveniente de proveedor)