An Analytical Formulation for the Kinematic Interaction Analysis of Inclined Single Piles

P. 78-86

• Capitoli dello stesso volume (disponibili singolarmente)

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  • On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach
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  • Analysis of r.c. single pile lateral response considering the influence of tension stiffening
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  • Validation of a 3D model for dynamic soil-structure-interaction of pile foundations by means of in situ tests
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  • An Analytical Formulation for the Kinematic Interaction Analysis of Inclined Single Piles
  • An experimental and numerical model for wave propagation studies in sandy soil
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  • 3 level seismic microzoning studies to urban planning and construction design
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  • Soil Damping Ratio Estimation by Logarithmic Decrement Method in Resonant Column Tests
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  • Soil-Structure Interaction Effects on the Seismic Behavior of Reinforced Concrete Moment Resisting Frames
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  • Urban-scale soil-structure interaction effects for risk assessment : the case of Thessaloniki city, Greece
    Ottieni capitolo
  • The method I.OPà.CLE for the formulation and calculation of structural operational efficiency indices for the assessment of emergency limit conditions
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  • Structural operational efficiency indices for the assessment of Emergency Limit Condition (I.OPà.CLE) : experimental results
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  • Expeditious assessment of seismic vulnerability of existing buildings from a statistic sample of school buildings, property of the Comune di Firenze
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  • Evaluation of the seismic hazard of common typologies of buildings in the municipality of Patti (Messina)
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  • Building Features of Accumoli and Amatrice in a Pre-Earthquake Survey
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  • Seismic vulnerability assessment of the village of Alzano, in the Salto Valley, as a first and unavoidable step for its revitalization by using local natural resources and advanced technologies
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  • On the effects of seismic sequences on masonry structures
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  • Analysis of the damage of ordinary buildings in the historic centre of Norcia struck by the 2016 Italian earthquake
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  • Performance Decay of Masonry Walls Subjected to In-plane Loads
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  • Evaluation of In-Plane Rocking-Sliding Failure Modes of Multi-Storey Masonry Walls for Quick Analysis at Urban Scale
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  • Simulating shear-compression mechanical behavior of historical masonry panels: sensitivity of 3D numerical models to input parameters
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  • Limit analysis of polygonal-shaped masonry elements: the case study of bay windows in Boston's Back Bay.
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  • Seismic vulnerability of unreinforced masonry walls: Linear and nonlinear, static and dynamic procedures compared
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  • Nonlinear static procedure for the seismic assessment of unreinforced masonry buildings : definition of the limit states criteria
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  • Nonlinear static procedure for the seismic assessment of unreinforced masonry buildings : definition of the limit states criteria
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  • Interpretative guidance on the design of timber buildings according to the Italian Building Code
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  • Simplified Approaches for the Seismic Risk Rating of Reinforced Concrete Buildings and the Selection of Retrofit Strategies
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  • Affidabilistic assessment of the seismic vulnerability of an existing RC building
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  • The effect of stiffness variation in elevation on maximum IDR for existing RC buildings
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  • Seismic vulnerability analysis for reinforced concrete structures through simplified and detailed approaches
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  • Seismic performance of masonry infilled RC frames designed for gravity loads
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  • Rigid floor assumption in nonlinear static analysis of reinforced concrete existing buildings
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  • Mechanical characterization of a polyurethane-cement hybrid foam to be used for seismic protection of nonstructural components
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  • Seismic Vulnerability Assessment of Three Nave Churches in Alife-Caiazzo Diocese
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  • Assessment of Seismic Vulnerability at Territorial Scale: The Case Study of Caltabellotta (AG)
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  • Advancements in Seismic Vulnerability Assessment Methodologies for RC Buildings at Territorial Scale
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  • Correlation between ground motion parameters and structural response of code conforming and existing RC buildings
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  • Da.D.O – A web-based tool for analyzing and comparing post-earthquake damage databaserelevant to national seismic events since 1976
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  • A class-oriented large scale comparison with postearthquake damage for Abruzzi region
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  • Fast procedure for seismic risk assessment of r.c. buildings
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  • Sensitivity analysis of seismic behaviour of masonry aggregates
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  • Seismic vulnerability of RC frame building classes: sensitivity of the probability of exceeding the Life Safety limit state to structural detailing and mechanical properties of the materials
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  • Seismic risk of the non-structural architectural elements of a new hospital : application of a seismic performance analysis and verification methodology
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  • Fragility assessment of non-structural components undergoing earthquake induced rocking motion
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  • Cyclic behaviour evaluation of T-Joints for the seismic assessment of piping systems
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  • Seismic demand and capacity assessment of suspended ceiling systems
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  • Reliability of the SMAV procedure applied to unreinforced masonry buildings: the case study of Sanremo city hall
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  • A numerical study on the seismic behavior of unreinforced masonry buildings with flexible diaphragms
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  • Assessment of the loading capacity of masonry buildings under horizontal loads : the case study of the Mercato delle Vettovaglie in Livorno
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  • Influence of the modelling approach in the dynamic analysis of masonry towers
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  • Numerical and experimental analysis of a masonry chimney
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  • Building Information Modeling as support for seismic design
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  • Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings
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  • Reinforced Concrete structures with Dual-Phase steel reinforcing bars
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  • Buckling implementation in PARC_CL2.1 for the response prediction of steel bars subjected to cyclic loading
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  • Analytical and Numerical Methods for the Evaluation of Critical Conditions in Longitudinal Bars of RC Columns
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  • Cyclic bar model with bond-slip for non linear analysis of existing RC structure
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  • Pitting corrosion effects on the seismic behaviour of existing R.C. buildings
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  • Design and realization of a reinforced concrete building at Accra (Ghana), called One Airport Square, with complex geometric façades and spatial truss system, placed on seismic isolator devices
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  • Influence of normal stress on the seismic response of masonry structures
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  • Fiber-based modeling of masonry cross sections subjected to axial loading and biaxial bending
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  • Implementing and Applying a Continuum Bed Joint Shearing Model for Masonry Structures
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  • Reliability of Equivalent-Frame Models for Masonry Walls with Irregular Openings
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  • The effectiveness of strut model of the spandrel panels in masonry buildings under seismic forces
    Ottieni capitolo
  • Modelling of masonry walls with geometric irregularities: open problems
    Ottieni capitolo
• Informazioni

  ISBN: 9788867418541

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