Cover image for Proceedings of 17th Symposium on Earthquake Engineering (Vol. 3)
Title:
Proceedings of 17th Symposium on Earthquake Engineering (Vol. 3)
Author:
Shrikhande, Manish. editor.
ISBN:
9789819915798
Edition:
1st ed. 2023.
Physical Description:
XI, 783 p. 505 illus., 377 illus. in color. online resource.
Series:
Lecture Notes in Civil Engineering, 331
Contents:
Investigation on Influence of Embedment Depth of Shallow Foundation on Seismic Response of Building Considering Soil-Structure Interaction -- Evaluation of Dynamic Properties of MICP Treated Ennore Sand Through Bender Element Test -- Seismic Site Characterization and Ground Response Analysis of Railway Line on Eastern Dedicated Freight Corridor -- Earthquake Induced Damage Assessment of Coal Mine Overburden Dump Slope Using Extended Finite Element Method Coupled With Voronoi Tessellation Scheme -- Preliminary Studies on Developing a Physics-Based Smoothed Particle Hydrodynamics Model for Landslides -- Optimization of Single-track PSC I-Girder for Metro Viaduct -- Effect of Saturated Porous Soil Medium on Seismic Wave Propagation -- Formulation of Response Reduction Factor for Wall Type Bridge Piers -- Estimation of Shear Strain Magnitude Due to Impact Z Section Sheet Pile Driving -- Simulation of Interaction Properties in Confined Masonry Walls at Wall-to-tie-column Interface -- Seismic Design of Periphery RC Beams in Buildings with Large Plan Aspect Ratio -- Probabilistic Mapping of Ground Displacement Hazard -- Risk-targeted Seismic Design of Critical Buildings Using Force-based Method -- Study of Liquefaction Potential at Jaigarh Port Using Standard Penetration Test Data and Consequences: A Case Study -- Seismic Assessment of Deep Tunnel in Near Fault Ground Motion -- Effect of Reinforced Soil Interaction with Other Components on Static and Dynamic Performance of MSE Wall -- Numerical Solution for 1-D Consolidation of Partially Saturated Soil Under Cyclic Loading -- 13Th August 2021 Chenab River Coalescent Disaster: A Geo-Informatics Based Investigation -- Numerical Simulation of Special Moment Resisting Frame with Reduced Beam Section Under Cyclic Load -- Seismic Stability Analysis of Saturated Slope Reinforced with Pervious Anti-slide Piles Subjected to Repeated Shaking Using Shaking Table Tests -- Investigations on Rubber-sand Mixture Reinforced with Geogrid as a Low-cost Geotechnical Seismic Base Isolation Technique -- Performance Evaluation of Saturated Slope Subjected to Repeated Shaking Events Using 1-G Shaking Table Experiments -- Numerical Study on One-dimensional Aperiodic Foundations for Seismic Isolation of Structures -- Fluid-soil-structure Interaction of Offshore Wind Turbine: An Analytical Approach for Natural Frequency Estimation -- Seismic Performance Assessment of Reinforced Concrete Moment Resisting Frame Designed by Force Based Design Method and the Performance Based Plastic Design Method -- Influence of Existing Tunnel-surface Structure Interaction Under Repeated Dynamic Loading Conditions -- Similitude Characteristics Between Small-scale Model and Full-scale Piles Under Dynamic Excitations -- Numerical Simulations and Validation of a Rocking Foundation Model for Seismic Loading -- Experimental Studies on Tunnel-soil Interaction in Partially Saturated Ground Subjected to Repeated Shaking Events Using 1-G Shaking Table Experiments -- Assessment of Liquefaction Potential of Allahabad, India: A Future Smart City -- Seismic Evaluation of Assam Type Building Using Abaqus® -- Suitability of Foam Concrete and Confined Masonry for Retaining Walls Application in Seismically Active Regions: A Review -- Role of Hydrodynamic Forces on the Seismic Response of a Dam -- 2020 Tuipuiral Earthquake Review -- Experimental Investigations on Pervious Concrete Piles in Saturated Ground Under Repeated Shaking Conditions -- Small-strain Shear Stiffness and Strain-dependent Dynamic Properties of Gravel-rubber Mixtures -- Numerical Evaluation of the Seismic Performance of GSI Foundation Systems for Buildings Using Gravel-rubber Mixtures -- A Critical Review on Soil Reliquefaction Resistance Using Physical Modelling Experiments -- Inclusion of Fatigue Checks in Current IS Codes for Monopole and Stack Structures -- Behavior of Monopiles for Offshore Wind Turbines in Clayey Soil for Gulf of Khambhat Region -- Linear Spring Constants of Soil for Pile Groups for the Nuclear Power Plants -- Three-dimensional Slope Stability Under Bidirectional Pseudo-static Seismic Load -- Strength of Masonry Infill RC Frame Influenced by Weak and Strong Type RC Frames -- Drained and Undrained Response of Fully Saturated Specimen in Resonant Column Tests Subjected to Large Number of Torsional Vibrations -- Development of Application Software for Lateral and Vertical Load Carrying Capacity of Piles -- Numerical Analysis of a Rigid Wall Retaining Soil Reinforced With C&D Waste -- Seismic Analysis of Railway Track -- Time Series Analyses of Bhatwari Landslide Triggered by 1991 Uttarkashi Earthquake -- Importance of Multiple Geophysical Tests for Effective Subsurface Profiling -- Dynamic Characterisation and Ground Response Analysis of Clay Soil Profiles -- Effect of Vibration Induced by Dynamic Tests on an Adjacent Building - Finite Element Investigations -- Liquefaction Susceptibility of Bottom Ash Under Cyclic Loading -- Soil-structure Interaction Effect on a Multi-storied Building with Pile Foundation Considering Linear Approach -- Geotechnical Characterisation of Natural Sub-base and Subgrade Material for Pavements -- Response of a Nuclear Containment with Soil Underneath Under Earthquake Excitation -- Numerical Studies of a Laminar Soil Box for Seismic SSI Effects of Nuclear Facilities -- Numerical Derivation of Pressure-impulse Diagrams for a Fixed-end RC Beam Subjected to Blast Loads -- Seismic Evaluation of Building Having Steel-concrete Composite Columns and RC Beams -- Chaos Game Representation of Indian Plate Seismicity -- A Fast Staggered Grid Finite Difference Modelling of Rayleigh Wave -- Calibration of UBC3D-PLM Constitutive Model to Simulate the Dynamic Response of Earthen Embankment Resting on Liquefiable Soil.
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