Earthquake resistant engineering structures V

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書誌事項

Earthquake resistant engineering structures V

editors, C.A. Brebbia ... [et al.]

(WIT transactions on the built environment, v. 81)(Advances in earthquake engineering / series editors D.E. Beskos & E. Kausel)

WIT Press, c2005

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注記

"Fifth World Conference on Earthqu[a]ke Resistant Engineering Structures"--Conference t.p

Includes bibliographical references and index

内容説明・目次

内容説明

Earthquake mitigation remains an engineering topic of paramount scientific importance, as demonstrated by the tragic events following the Sumatra earthquake and tsunami of December 24th, 2004 that reverberated across the globe and generated world-wide sympathy for the victims and their plight. Given the inestimable loss of life and huge financial cost associated with major earthquakes in densly populated areas, it becomes clear that earthquake mitigation is an important challenge for the global engineering community and a major social priority for national goverments in seismically-prone countries. This book contains over 70 papers from the fifth in the popular international conference series on the subject. A wide list of topics include: Geophysical and Geotechnical Aspects; Seismic Behavior and Vulnerability; Structural Dynamics; Seismic Isolation and Control; Monitoring and Testing; Risk Reduction; and Earthquake-resistant Design.

目次

  • Section 1: Site effects and geotechnical aspects
  • Seismic wave scattering by inhomogeneous geological deposits with cracks
  • Settlements and pore pressure generation in sand during earthquakes - physical phenomena and their 1-D description
  • Accelerograms for building design for hard soil in Mexico City
  • Empirical Arias Intensity attenuation relationships for the seismic hazard analysis of Greece
  • Evaluation of the liquefaction potential of soil deposits based on SPT and CPT test results
  • Critical evaluation of near-field seismic records in Greece
  • An application of the seismic microzonation to the critical facilities in the city of Ensenada, Baja California, Mexico
  • Site effect evaluation in Sellano (Italy) by 1-D and 2-D numerical analyses
  • Simulation of earthquake ground motion for generation of artificial accelerograms
  • Section 2: Earthquake resistant design
  • Damage controlled seismic design of quasi-brittle beam structures
  • Seismic design of braced frame gusset plate connections
  • Earthquake analysis of multidrum columns
  • An aseismic design method for preventing damage of a soil-pile foundation-super structure system
  • Seismic analysis and design of a precast concrete framed structure
  • Improvement of seismic capacity of external beam-column joints using rectangular spiral shear reinforcement
  • Seismic design of steel frames with partial strength joints
  • Incorporation of the soil-structure interaction into performance-based design
  • Section 3: Seismic behaviour and vulnerability
  • Variation of response with incident angle under two horizontal correlated seismic components
  • Studying the educational places in the earthquake-prone southern regions of the Khorasan province
  • On the pushover analysis as a method for evaluating the seismic response of RC buildings
  • The effect of column shape on seismic performance of 3D RC framed structures with and without infill walls using pushover analysis
  • An immediate evaluation method of earthquake damage of dams by utilizing real-time earthquake information
  • Behavior of rigid bodies in buildings
  • Inelastic seismic response comparison of two 15 and 25 level buildings of reinforced concrete with and without shear walls
  • Seismic response of a single story innovative steel frame system
  • A study on hysteretic plastic energy input into single and multi degree of freedom systems subjected to earthquakes
  • Required rotational and horizontal stiffness of lateral support for H-shaped compression members with eccentric braces
  • Effects of configurations of shear walls on system behavior under seismic load
  • Evaluation of economic loss for structures in the area struck by the 7/9/1999 Athens earthquake and comparison with actual repair costs
  • Section 4: Structural dynamics
  • Analysis of earthquake wave propagation in buildings
  • Dynamic poroelastic soil pressures on a pair of rigid retaining walls experiencing base rotation
  • Seismic response analyses of rocking structural systems with yielding base plates by the finite element method
  • The seismic energy dissipation mechanism of rocking structural systems with yielding base plates
  • Dynamic analysis of beams including warping and shear deformation effects: application in bridge deck analysis
  • Investigation of the perturbing natural frequencies through an evolutionary material trimming process
  • Simplified non-linear time-history analysis based on the Theory of Plasticity
  • Damping and its importance to structure
  • Earthquake resistant design of a transformer
  • Modeling of higher-mode effects using an optimal multi-modal pushover analysis
  • Section 5: Monitoring and testing
  • The dynamic and earthquake response of a bridge pier model at the Volvi European test site
  • Behavior of bare and masonry infilled R/C frames under cyclic loading: experiments and analysis
  • Cyclic load behaviour of reinforced concrete beam-column subassemblages of modern structures
  • Shaking table dynamic tests of a granular deposit
  • Section 6: Bridges
  • Innovative materials for bridge seismic design
  • Numerical study on the behavior of cables of cable-stayed bridges
  • The problem of minimum cost for structural members of earthquake resistant bridges
  • Short wall-like piers of R/C monolithic bridges under seismic loading: EC8 provisions and experimental results
  • Reduction of inertial seismic forces in bridges by using the abutment backwall as a "yielding" stopper
  • Section 7: Heritage buildings and masonry construction
  • Seismic analysis and retrofit of a historic masonry building
  • Developments in the architecture of earthquake resistant high-rise buildings in the period from the end of the 18th to the beginning of the 20th century
  • Static and dynamic analysis of masonry buildings by a nonlinear 3-D FEM
  • Section 8: Retrofitting
  • Design of seismic retrofitting of reinforced concrete structures
  • Investigation of the effectiveness of two styles of R/C jackets in pre-earthquake retrofitting of columns and b/c joints of R/C structures
  • Ductility performance of RC beams strengthened with CFRP sheets
  • Strengthening of infilled RC frames by CFRP
  • Experiments on seismic retrofitting of in-plane loaded masonry walls with fibre composites
  • Static cyclic tests on URM walls after retrofitting with hardwires and GFRP
  • Section 9: Passive protection devices and seismic isolation
  • Analysis and assessment of a seismically isolated bridge
  • Seismic protection of bridges using viscous dampers
  • Using mushroom shaped basements under buildings as an isolator in order to reduce the earthquake effect on structures
  • A Generalized Translational-Rotational Tuned Mass Damper (T-R TMD) system for passive control of vibrations in structures
  • Response analysis of a building loaded by technical seismicity propagating from a tube railway structure
  • Towards an industrialisation and standardisation of earthquake isolators:
  • a case study
  • Section 10: Lifelines
  • Methodology for design of earthquake resistant steel liquid storage tanks
  • Assessment of Monar Arch Dam under extreme seismic and thermal loads
  • The seismic risk of the lifeline in small communes: the cross-correlation effects
  • Section 11: Design codes and response spectra
  • Elastic and inelastic spectra for Greek earthquakes, based on a representative set of records
  • Behaviour factor of RC structures: a probabilistic approach
  • Comparison of seismic demands determined by nonlinear static analysis according to ATC-40, FEMA-356 and EC-8
  • Remarks regarding FEMA 368 seismic analysis guidelines
  • Investment appraisal with respect to EC8 behaviour factor 'q' in reinforced concrete buildings
  • Methods for the evaluation of the damage limit state and stiffness regularity in elevation of frame systems in seismic areas
  • Suggested changes to the non-conservative low frequency criteria for the seismic design spectrum used in intraplate regions
  • Assessment of the floor response spectra of the Ignalina nuclear power plant

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