Earthquake resistant engineering structures II
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Bibliographic Information
Earthquake resistant engineering structures II
（Advances in earthquake engineering / series editors D.E. Beskos & E. Kausel, v. 4）
WIT, c1999
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Proceedings of the Second International Conference on Earthquake Resistant Engineering Structures, held in Catania, Italy, June 1999
Description and Table of Contents
Description
Featuring research for internationally acknowledge authorities, this text contains the proceedings of the second international conference to be held on earthquake resistant engineering structures. Topics relevant to the analysis and design of structures resistant to earthquake damage, including engineering seismology, applicable numerical methods, principles of design, and soil-structure interaction are discussed, while case studies are also presented.
Table of Contents
- Section 1 - Reinforced Concrete Structures: Investigation on ultimate shear strength of SRC interior beam-column joints
- Effect of steel jacket reinforcement of RC Pier Model under impulsive vertical motion
- Shear resistant mechanisms of high strength fibre reinforced concrete beams
- Anchorage behavior of 90-degree hooked beam bars in reinforced concrete knee joints
- Effects of loading rate on reinforced concrete shear walls, Part 1: Dynamic properties of large-size rebars
- Effects of loading rate on reinforced concrete shear walls, Part 2: Dynamic properties of concrete
- Effects of loading rate on reinforced concrete shear walls, Part 3: High speed loading tests of reinforced concrete shear walls and FE simulation analyses
- An evaluation method for the shear strength of multi-story precast concrete structural walls
- Model test verification on structural failure modes observed in Hyogo-ken Nabu earthquake 1995
- Assessment of brittle failure at the ultimate flexural limit state of R.C. beams by computer simulation
- Push-over analysis of underdesigned r.c. frames: a case study in Catania
- The seismic performance of reinforced concrete frames with wide band beams
- The incidence of the type of modelling on the evaluation of ductility factors for RC beams and columns
- A method of dynamic nonlinear analysis for RC frames under seismic loadings
- Effects of perimetrical and vertical joint opening on the seismic response of a concrete arch dam
- Analytical and experimental analysis on a r.c. braced frame coupled to a new hysteretic dissipation device. Section 2 - Bridges: Effect of axial force fluctuation on non linear earthquake response of a PC cable-stayed bridge
- Non linear seismic response analysis of the Aratsu cable-stayed bridge
- Seismic analysis and design of bridges including SSI
- The investigation of earthquake resistance for the PC continuous rigid frame bridge considering nonlinearity in superstructure
- Study on the seismic isolation of high-elevated rigid frame bridge with double deck. Section 3 - Building Structures: Deflection and natural frequency analysis of a quarter scale model building
- Macro-models for the in-plane analysis of infilled R C frames: calibration and validation by experimental tests
- Neural networks and fuzzy sets: an alternative for risk analysis and damage assessment of structures
- In situ measurements of site effects and building dynamic behaviour related to damage observed during the 9/9/1998 earthquake in Southern Italy
- The seismic response of damped frames using different dissipative braces: a parametric study
- Earthquake excited friction damped braced frames with secondary structures
- Seismic behaviour of eccentric braced frames with partially restrained semi-rigid connections. Section 4 - Ground Motion and Side Effects: Liquefaction risk analysis at S.G. La Rena, Catania (Italy)
- Zoning for soil liquefaction at Catania City (Italy)
- Parametric study on topographic effects in seismic soil amplification
- Site- and soil-specific PSHA for nonlinear soil sites
- Strong ground motion simulation in the urban area of Catania on the basis of a detailed geological survey
- Small-strain soil behavior parameters for site response analyses
- On the behavior of near-source strong ground motion from the seismic records in down-hole array at Hyogoken-Nanbu earthquake
- Digital simulation of non-stationary multivariate earthquake ground motion. Section 5 - Seismic Design Criteria: Time-domain stochastic analysis of structures subjected to spectrum-compatible earthquake excitations
- Non-linear dynamic analysis for existing masonry structures according to Eurocode 8
- Seismic risk evaluation in the area of the Province of Salerno
- Seismic design criteria for the south Sinai Red Sea rift zone
- The realistic definition of seismic input: an application to the Catania area
- Modal combination method in seismic analysis of both classically and non-classically damped structures. Section 6: - Earthquake Resistant Design: Seismic analysis of structural systems with uncertain damping
- Aseismic design method using response spectra including liquefaction and ground improvement
- Seismic analysis and design of building structures including SSI. Section 7: - Historic Buildings and Monuments: An expert system for the seismic protection of architectural building heritage
- The dynamic and earthquake performance of models of ancient columns and colonnades with and without the insertion of wires with energy dissipation characteristics
- The reconstruction of the cathedral of Noto
- Conservation and strengthening of an early Ottoman tomb against the risk of earthquakes
- Compatible restoration mortars for Hagia Sophia earthquake protection
- Nonlinear analysis of some typical elements of a basilica plan church
- Behaviour and modelling of masonry church buildings in seismic regions
- Repair and strengthening of the foundations of ancient buildings in Acireale City (Sicily). Section 8: - Soil Structure Interaction: Cone model for a pile foundation embedded in a soil layer
- Soil-foundation-superstructure interaction: effects on the soil
- Small-strain impedance of large-diameter single piles by in situ vibration testing
- Shaking table test of a shallow foundation
- Soil-foundation-superstructures interaction
- effects on the superstructure
- Seismic response analysis of lined tunnels in poroelastic soil medium. Section 9: - Seismic Isolation and Control: Effect of elasto-plastic shear springs on increasing the seismic safety of a half-through type reinforced arch bridge
- Seismic analysis of isolated structures by the response spectrum approach
- Seismic isolation of the Jamuna multipurpose bridge
- Pseudodynamic test of reinforced concrete columns under varying axial load
- Applications of fuse inserts in seismic design of reinforced concrete structures
- On the effectiveness of objectives of optimal linear control
- Time delay limits in active control systems with closed-loop linear algorithm
- Seismic risk reduction in Italy through innovative techniques: 1-Progress of R&D on seismic isolation
- Seismic risk reduction in Italy through innovative techniques: 2-R&D on passive energy dissipation systems. Section 10: - Soil Dynamics: Pseudo-dilatational and rotational waves in an elastic medium with variable density
- Response of multiple horizontal soil layers using higher order frequency response functions
- Site effects on nonlinear seismic response analysis of layered grounds
- Overcoming uncertainties in geotechnical risk analysis: the discrete, simulation and fuzzy logic approaches. Section 11: - Case Studies: Evaluation of a framed structure damaged by the 1997 Umbria Marche earthquake
- A case study (The Saint Nicolb Cathedral) for dynamic characterization of soil from in situ and laboratory tests
- Kobe earthquake
- Adana Earthquake: Peculiar damage distribution and seismotectonic characteristics. Section 12: - Retrofit: Seismic retrofit of Chirag 1 offshore platform
- Seismic evaluation and retrofit of two California oil refineries.
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