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Engineering Mechanics
Material type:
TextLanguage: English Analytics: Show analyticsPublication details: Hoboken, NJ : Wiley, c2020Edition: 9th Globel EditionDescription: xii 239 p. : illISBN: - 9781119665045
- 620.103 MER 9th
| Item type | Current library | Shelving location | Call number | Status | Date due | Barcode | Item holds |
|---|---|---|---|---|---|---|---|
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52913 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52905 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52909 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52912 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52908 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52914 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52906 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52911 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52910 | ||
| Rent (Rs.590) | TIEST (Thar) Library | Civil Engineering - Thar Institute | 620.103 MER | Available | B52907 |
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Least-Squares, Moment-Based, and Hybrid Polynomializations of Drag Forces by
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Probabilistic Failure Analysis By Importance Sampling Markov Chain Simulation by
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ExploringUse of Three-Dimensional Dispersion to Damp Building Vibrations by
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Shallow Water Wave Propagation in Convectively Accelerating Open-Channel Flow Induced ByTailwater Effect by
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Robust Control for Structural Systems with Unstructured Uncertainties by
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Energy Balance Assessment of Base-Isolated Structures by
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Effects of Prescribed End Motion onDynamic Stability of A Shallow Arch on An Elastic Foundation by
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Time Integration in Discontinuous De for mation Analysis by
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Energy Equation for Volatile Liquid Transport in Porous Media by
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Slope Stability Analysis with Nonlinear Faulure Criterion by
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Large Deflection Stability of Slender Beam-Columns with Semirigid Connections: Elastica Approach by
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Modeling Faulure and De for mation of An Assembly of Spheres with Frictional Contacts by
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Constitutive Model of High-Damping Rubber Matrials by
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Demage Detection UtilizingDamage Index Method to A Benchmark Structure by
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Weighted Averaged Flux-Type Scheme for Shallow -Water Equations with Fractional Step Metgid by
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Stochastic Analysis of A Single -Degree of Freedom Nonlinear Experimental Moored System Using An Independent Flow Field Model by
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Identation ofFree Falling Sharp Penetrometer Into A Poroelastic Seabed by
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Reliability of Uncertain Inelstic Structures Under Earthquake Excitation by
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Model Selection Using Response Measurements: Bayeian Probabilistic Approach by
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Separation of Scales in Fracture Mechanics: from Molecular to Continuum Theory Via I Convergence by
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Buckling of Elastic Shallow Arches UsingTheory of A Cosserat Point by
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An Integral Equation for Damage Identification of Euler-Bernoulli Beams Under Statiuc Loads by
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Sampling Errors InEstimation of Peak Wind-Induced Internal Forces in Low-Rise Structures by
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Experiments on Unsteady Turbulent Pipe Flow by
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Phase 1 Iasc-Asce Structural Health Monitoring Benchmark Problem Using Simulated Data by
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Two-Stage Structural Health Monitoring Approach for Phase I Benchmark Studies by
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Application of A Statistical Model Updating Approach on Phase I ofIasc-Asce Structural Health Monitoring Benchmark Study by
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Natural Excitation Technique and Eigensystem Realization Algorithm for Phase I ofIasc-Asce Benchmark Problem: Simulated Data by
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Flexibility Based Approch for Damage Characterization : Benchmark Application by
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Investigation of A System Identification Methodology InContext ofAsce Benchmark Problem by
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Hilbert-Huang Based Approach for Structural Damage Detection by
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Application of Wavelet Approach for Asce Structural Health Monitoring Benchmark Studies by
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Time-Domain Boundary Element Method for Underground Structures in Orthotropic Media by
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Convection Velocity of Vortex Structures InNear Wake of A Circular Cylinder by
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Particle Image Velocimetry Measurements within A Laboratory-Generated Swash Zone by
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Behavior of Concrete-Filled Steel Tube Beam Columns by
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Concentration of Pressure Between An Elastically Supported and A Moving Timoshenko-Beam by
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Per for ation Thickness and Ballistic Limit of Concrete Target Subjected to Rigid Projectile Impact by
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Dynamic of A Class of Horizontal Setback Buildings by
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Control of Wave Propagation in Sandwich Plate Rows with Periodic Honeycomb Core by
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Dynamic Characteristics of Infinite and Finite Railways to Moving Loads by
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Computational Analysis of Quality Reduction During Drying of Lumber Due to Irrecoverable De for mation. I: Orthotropic Viscoelastic=Mechanosorptive-Plastic Material Model for Transverse Plane of Wood by
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Computational Analysis of Quality Reduction During Drying of Lumber Due to Irrecoverable De for mation Ii: Algorithmic Aspects and Practical Application by
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Uncertain Dynamical Systems InMedium-Frequency Range by
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Fracture Model for Failure of Beams Retrofitted with Cardifrc by
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Elasticity of Space-Time Basis of Newton'S 2nd Law of Motion by
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Imperfection Sensitivity of Laminated Cylinderical Shells According to Different Shell Theories by
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Analysis of Heterogeneous Composites Based on Moving Window Techniques by
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Nonlinear Creep Damage Model for Concrete Under Uniaxial Compression by
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Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: I. Theory by
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Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: Ii Computation and Validation by
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Electroheological and Magnetortheological Duct Flow in Shear-Flow in Shear-Flow Model Using Herchel-Bulkley Constitutive Model by
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Seismic Design of Structures By Bundled Columns by
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Numerical Evaluation of Uni for m Beam Modes by
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Characterization of Cement-Based Materials Using Diffuse Ultrasound by
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Analytical Modeling, System Identification, Tracking Performance of Unixial Simulators by
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Effects of Seismically Induced Pounding At Expansion Joints of Concrete Bridges by
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Vibration of Thik and Thin Plates Using A New Triangular Element by
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Elastic Stability and Second-Order Analysis of Three-Dimensional Frames: Effects of Column Orientation by
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Instantaneous Optimal Wilson-O Control Method by
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Poromechanics of Anisotropic Hollow Cylinders by
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Estimating Uncertainty InExtreme Value Analysis of Data Generated By A Hurricane Simulation Model by
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Analytical Solution for Fluid-Structure Interaction in Liquid -Filled Pipes Subjected to Impact-Induced Water Hammer by
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Non-Gaussian Simulation: Cumulation: Cumulative Distribution Function Map-Based Spectral Correction by
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Second-Order Radiation Boundary Condition for Water Wave Simulation with Large Angle Incidence by
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Postbucling of Pressure -Loaded Functionally Graded Cylindrical Panels in Thermal Environments by
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Modeling Water and Sulphuric Acid Tranport Through Coated Cement Concrete by
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Postbuckling Analysis of Plates Resting on A Tensionless Elastic Foundation by
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Random Uncertainities Model in Dynamic Substructuring Using A Nonparametric Probabilistic Model by
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Considerations of Multimode Structural Response for Near-Field Earthquakes by
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Stability Criteria for Euler Colums with Intermediate and End Axial Loads by
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Constructing Second-Order Models of Mechanical Systems from Identified State Space Realizations,Part I: Theoretical Discussions by
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Constructing Second-Order Models of Mechanical Systems for Identified State Space Realizations, Part Ii Numerical Investigation by
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Measurement of Water Surface Profile and Velocity Field At A Circular Pier by
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Control of Wind-Induced Self-Excited Oscillations By Transfer of Internal Energy to Higher Modes of Vibration, I Analysis in Two Degrees of Freedom by
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Control of Wind-Induced Self-Excited Oscillations By Transfer of Integral Energy to Higher Modes of Vibration Ii. Application to Taut Cables by
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Smooth Convex Three-Dimensional Particle for Discrete -Element Method by
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Inelastic Cyclic Model for Steel Braces by
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Heterogeneous Strain and Bonded Granular Structure Change in Triaxial Specimen Studied By Computer tomography by
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Creep Analysis of Axially Loaded Fiber Rein Forced Polymer-Confined Concrete Columns by
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Investigation of Two-and Three-Dimensional Models of Transitional Flow Past A Square Cylinder by
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Forced Vertical Vibration of Circular Plate in Multilayered Poroelastic Medium by
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Exact Solution for Dynamic Response of Multi-Degree-of Fredom Bilinear Hysteretic Systems by
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Thermal Postbuckling of Uni for m Columns on Elastic Foundation-Intuitive Solution by
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Vibratory Characteristics of Beams with Arbitrary Number of Cracks by
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Tension Buckling in Multilayer Elastomeric Bearings by
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Refined Solutions of Extermally Induced Sloshing in Half-Full Spherical Contaners by
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Constient Finite-Element Response Sensitivity Analysis by
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Stress Solution of Multiple Elliptic Hole Problem in Plane Elasticity by
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Laser-Induced Fluorescence Measurements ofTurbulent Plume by
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Field Measurement of Ship Waves in Victoria Harbor by
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Experimental Study of A Horizontal Jet in A Wavy Environment by
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Partical Image Velocimetry System with Self-Organized Feature Map Algorithm by
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Shallow Turbulent Flows By Video Imaging Method by
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Simultaneous Particle Image Velocimetry and Laser Doppler Velocimetry Measurements of Periodical Oscillatory Horseshoe Vortex System Near Square Cylinder-Base Plate Juncture by
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Combined Particle Image Velocimetry/Planer Laser Induced Fluoresence for Integral Modeling of Byoyant Ets by
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Numerical Solution of Fully Developed Flow with Vegetative Resistance by
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Hybrid Beam-Column Element with End Frictional Joints by
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Damage Detection in Concrete By Fourier and Wavelet Analyses by
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Laboratory Measurements of Void Fraction and Turbulence InBore Region of Surf Zone Waves by
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Cluster Evolution and Flow-Frictional Characteristics Under Different Sediment Availabilities and Specific Gravity by
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Nonlinear Buckling Simulations of Imperfect Shell Domes By Mixed Finite Elements by
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State Space for mulation for Linear Viscoelastic Dynamic Systems with Memory by
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Constitutive Model for Concrete with Embedded Sets of Rein Forcement by
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Nonlinear Response of Fluid-Filled Membrane in Gravity Waves by
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Stability of Stiffened Plates with Initial Imperfections by
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Response of Continuous System with Stochastically Varying Surface Roughness to Moving Load by
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Substructural Identification Method without Interface Measurement by
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Deontamination of Radionuclides from Concrete Bymicrowave Heating. I: Theory by
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Decontamination of Radionuclides from Concret By Microwave Heaing. Ii: Computations by
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Energy Release Rate Dure to Friction At Bimaterial Interface in Dams by
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Finite Element Studies of Asphalt Concrete Pavement Rein Forced with Geogrid by
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Vibration of Plates with Constrained V-Notches Or Cracks by
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Dean Equations Extended to A Rotating Helical Pipe Flow by
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Three-Dimensional Discrete Element Method of Analysis of Clays by
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Earthquake Response of Elastic Single-Degree-of-Freedom Systems with Nonlinear Viscoelastic Dampers by
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Biaxiality Efect onEnergy Dissipated By Elastoplastic Base-Isolators by
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Analysis of Water Waves Passing Over A Submerged Rectangular Dike by
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Bounds on System Reliability By Linear Programming by
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Numerical Investigation of Statiatical Properties of Microslips in Silos by
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Asymptotic Matching Analysis of Scaling Failure Due to Softening Hinges, I:Theory by
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Asymptotic Matching Analysis of Scaling of Structural Failure Due to Softening Hinges,Ii : Aplications by
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Laminar Water Wave and Current Passing Over Porous Bed by
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Linear Stochastic Dynamical System Under Uncertain Load: Inverse Reliability Analysis by
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Analytical Prediction of Fatique Crack Propagation in ,Metals by
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Ritz Buckling Analysis of Rectangular Plates with Internal Hinge by
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Experiments on A Full-Scale Building Model Using Modified Sliding Mode Control by
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Micromechanical Modeling of Filament Wound Cement-Based Composites by
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Numerical Modeling of Coupled Hydromechanical Degradation of Cementitious Materials by
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Scale Transition in Steel-Concrete Interaction. I:Model by
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Scale Transition in Steel-Concrete Interaction Ii: Applications by
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Dynamic of Cable Structures by
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Exact Solutions for Buckling of Multispan Rectangular Plates by
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First- and Higher-Order Correlation Detection Using Wavelet Trans for ms by
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Spectral Approach to Equivalent Statistical Quadratization and Cubicization Methods for Nonlinear Osillators by
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Algorithm for Generating of Homogeneous Guassian Fields by
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Agging Approach to Water Effect on Alkali-Silica Reaction Degradation of Structures by
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Spline Semidiscretization Analysis for Orthotropic Plates and Shells by
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Sliding Mode Control of Cable-Stayed Bridge Subjected to Seismic Excitation by
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Dynamic Behavior of Orthotropic Rectangular Plates Under Moving Loads by
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Damage Detection Based on Single-Input-Single-Output Measurements by
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Effects of Weakly Nonlinear Water Waves on Soft Poroelastic Bed with Finite Thickness by
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Two Main Methods Foe Yield Line Analysis of Slabs by
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Incipient Motion of Bivalve Shells on Sand Beds Under Flowing Water by
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Rate-Dependent Hyperplasticity with Internal Functions by
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Design-Oriented Analysis of Structures-Unified Approach by
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Seismic Analysis and Design with Maxwell Dampers by
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Flexible Porous Wave Barrier for Enhanced Wetlands Habitat Restoration by
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Updating Properties of Nonlinear Dynamical Systems with Uncertain Input by
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Cohensive Fracturing and Stresses Caused By Hydration Heat in Massive Concrete Wall by
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Structural Damage Detection and Assessment from Modal Response by
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Curve Veering of Eigenvalue Loci of Bridges with Aeroelastic Effects by
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Effect of Cross Anisotrophy on Three-Dimensional Behavior of Sand. I: Stress - Strain Behavior and Shear Banding by
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Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. Ii Volume Change Behavior Anf Failure by
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Non-Gaussian Air Gap Response Models for Floating Structures by
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Creep of Polymer Matrix Composites. I: Norton/Bailey Creep Law for Transverse Isotropy by
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Creep of P[Olymer Matrix Composites. Ii: Monkman -Grant Failure Relationship for Transverse Isotropy by
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Buckling of Columns with Intermediate Elastic Restraint by
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Aeroelastic Balance by
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Vibration of Timoshenko Beams with Internal Hinge by
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Wave Propagation in Orthogonally Supported Periodic Curved Panels by
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Dynamic Bending Strains in Planar Trusses with Pinned Or Rigid Joints by
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Coupled Mechanical and Chemical Damage in Acalcium Leached Cementitious Structures by
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Wavelet-Galerkin Method for Free Vibrations of Elastic Cable by
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Overfall in U-Shaped Channels by
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Biparametric Models for Elastic Wedge Foundation by
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Moment Equation Analysis of Base-Isolated Buildings Subjected to Support Motion by
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Buckling and Postbuckling of Antisymmetrically Laminated Cross-Ply-De for mable Cylindrical Shells Under Axail Compression by
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Effect of Base Fixity on Buckling of Heavy Column with End Load by
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Shapes of Submerged Funicular Arches by
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Fluctuations of Turbulent Bed Shear Stress by
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Discussion of " Bem Analysis of Two-Dimensional Elastodynamic Problems of Anisotropic Solids" by
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Probabilistic Capacity Models and Fragility Estimates for Rein Forced Concrete Columns Based on Experimental Observations by
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Prediction of Flow in Centrifugal Blower Using Quasi-Steady Rotor-Stator Models by
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Time-Domain Methods for Solving Problems of Linear Acoustics by
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Free Vibrations of Taut Cable with Attached Damper 1: Linear Viscous Dampers\ by
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Free Vibrations of Taut Cable with Attached Damper. Ii Nonlinear Damper by
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Turbulent Prandtl Number in Neutrally Buoyant Turbulent Round Jet by
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Smart Base Isolation Systems by
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Edge Effects in Perssurized Membranes by
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Microstructural Finite-Element Analysis Influence of Localized Strain Distribution on Asphalt Mix Properties by
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Effect Fo Gravity and Initial Stress on torsional Surface Waves in Dry Sandy Medium by
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Vibration of Pressure Loaded Nonlinear Rectangular Plates with Cross Stiffener by
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CouldWorld Trde Centre Have Been Modified to Prevent Its Collapse? by
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Damage Accumulation in Glass Plates by
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In-Plane Elastic Stability of Arches Under A Central Concentrated Load by
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Influence of Permeability on Liquefaction-Induced Shear De for mation by
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Non-Gaussian Model for Ringing Phenomena in offshore Structures by
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Effective toughness of Damaged Solids Containing Ribbon Cracks by
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Anisotropic Elastoplastic Bounding Surface Model for Cohesive Soils by
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Effects of Space Distribution of Excitation on Seismic Response of Arch Dams by
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Micromechanics of Unsaturated Granular Media by
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Micromechanical Basis of Concept of Effective Stress by
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Failure Properties of Fractured Rock Masses As Anisotropic Homogenized Media by
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Effect of Inclusions on Friction Coefficient of Highly Filled Composite Materials by
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Homogenized Behavior Equations for Porous Bingham Viscoplastic Materials by
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Micromechanical Analkysis of Anisotropic Damage in Brittle Materials by
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Micromechanical Model for Ultrastructural Stiffness of Mineralized Tissues by
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Tuned Mass Damper Design for Optimally Minimizing Fatigue Damage by
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Size Effect on Strength of Floating Sea Ice Under Vertical Line Load by
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Study of Passive Deck-Flaps Flutter Control System on Full Bridge Omenzetter by
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Protecting Base-Isolated Structures from Near-Field Ground Motion By Tuned Interaction Damper by
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Postbuckling of Shear De for mable Laminated Cylindrical Shells by
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Earthquake Response and Energy Evalvation of Inelastic Structures by
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Spectral Analysis and Parametric Study of Stochastic Pavement Loads by
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Dynamics of Nonviscously Damped Linear System by
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Bayesian Modal Updating Using Complete Input and Incomplete Response Noisy Measurements by
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Reducing Dispersion of Linear Triangular Elements for Helmholtz Equation by
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Time-Harmonic Analysis of Wave Propagation in Unbounded Layered Strata with Zigzag Boundaries by
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Addendum to " Why DidWorld Trade Center Collapse?-Simple Analysis by
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Graphical Relationship Among Lame Ellipsoid and Mohr'S Circles by
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Discussion of "Structural Damage Detection from Model Strain Energy Change by
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Some Historical and Future Aspects of Engineering Mechanics by
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Observations on Low-Speed Aeroelasticity by
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Numerical Analysis for Nonlinear Free Vibration of Shallow Shells by
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Forced Vibration of Single-Degree-of-Freedom Systems with Nonperiodically Time-Varying Parameters by
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Stability and Delay Compensation for Real-Time Substructure Testing by
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Thermoelastic Stability of Layer Bonded to Half Plane by
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Saturation Effects of Soils on Ground Motion At Free Surfsce Due to Incident Sv Waves by
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Two-Phase Composite Model for High Performance Cementitious Composites by
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Local Bukling of Elasticity Restrained Fiber-Rein Forced Plastic Plates and Its Application to Box Sections by
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Continous Relaxation Spectrum for Concrete Creep and Its Incorporation Into Microplane Model M4 by
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Guided Lamb Wave Propagation in Composite Plate/Concrete Component by
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Design and Dynamic Analysis of An Adjustable Inertia Absorber for Semiative Structural Vibration Attenuation by
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Discussion of Development of Four -Node Membrane Element Containing Central Circular Hole by
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Bending Stiffness of Fiber-Rein Forced Circular Seismic Isolators by
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Collapse of Composite Rings Due to Deamination Buckling Under External Pressure by
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Influence of Particle Shape and Surface Friction Variability on Response of Rod-Shaped Particulate Media by
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Advances in Modelling of Aerodynamic Forces on Bridge Decks by
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Application of Wigner-Ville Trans for m to Evaluate Tensile Forces in Seven Wire Prestressing Strands by
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Numerical Simulation of Viscoplastic and Frictional Heating During Finite De for mation of Metal. Part I: Theory by
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Numerical Simulation of Viscoplastic and Frictional Heating During Finite De for mation of Metal. Part Ii: Applications by
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Inelastic Cyclic Buckling of Aluminium Shear Gpanelsz by
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Bending Stiffness of Fiber-Rein Forced Circular Seismic Isolators by
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Bayesian Updating of Structural Models and Reliability Using Markov Chain Monte Carlo Simulation by
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Coupled Wave for m Analysis in Dynamic Characterization of Lossy Solids by
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Actuator Saturation and Contro Design for Buildings Under Seismic Excitation by
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New Traingular Plane Element with Drilling Degrees of Freedom by
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Free Vibration Analysis and Design Aids of Stiffed Conoidal Shells by
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Comprehensive Composite Inelastic Fiber Element for Cyclic Analysis of Concreete-Filled Steel Tube Columns by
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Dynamic and Seismic Analysis of Foundations Based on Free Field B-Spine Characteristic Response Histories by
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Three-Dimensional Green'S Functions for A Mltilayered Half-Space in Displacement Potentials by
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Stiffness Analysis of Fiber-Ren Forced Rectangular Seismic Isolators by
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Elasto-Plastic Bonding of Embedded Optical Fiber Sensors in Concrete by
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Three- Dimensional Necking Bifurication in Tensile Steel Specimens by
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Semianalytical Model for Solid Concentration in Turbulent Pipe Flows with Dispersed Particles by
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Hypothermal Effects onNonlinear Bending of Shear De for mable Laminated Plates by
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Discussion of "Finite Strain, Anisoropic Modified Cam Clay Model with Plastic Spin. I: Theory by
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Temporal An and Ar in Earthquake Ground Motion At A Single Point by
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An Optical Approach to Structural Displacement Measurement and Its Application by
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Image Damage Quantification from Elemental Modal Strain Energy Change by
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Peak Non-Guassian Wind Effects for Database -Assisted Low-Rise Building Design by
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"Smart" Base Isolation Strategies Employing Magnetorheological Dampers by
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Numarical Investigation of Fiber Rein Forced Polymers Poststrengthened Concrete Slabs by
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Stress Transfer and Fracture Propagation in Different Kinds of Adhesive Joints by
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Model Predictive Control of Structures Under Earthquakes Using Acceleration Feedback by
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Material Identification Procedure for Elastoplastic Drucker-Prager Model by
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Solution Method for Beam on Nonuni for m Elastic Foundations by
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Unified Catastrophic Model for Colapsible Loess by
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Discussion of "Finite Strian Anisotropic Modified Cam Clay Model with Plastic Spin Ii: Application to Piezocone Test" by
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Optimal Control Method for Seimically Excieted Building Structures with Time-Delay in Control by
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Classic Buckling of Three-Dimensional Multicolumn Systems Under Gravity Loads by
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Creep and Shrinkage Effect on Rein Forced Concrete Slb-and-Beam Structures by
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Semi-Implicit Integration Algorithm for Stochastic Analysis of Multi-Degree-of-Freedom Strctures by
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Tripartite Cohensive Crack Model by
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Three-Dimensional Model for Analysis of Stiffness and Hygroexpansion Properties of Fiber Composite Materials by
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Nonclassical Modes of Unrestrained Shear Beams by
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Fatigue Fracture of Concrete Subjected to Biaxial Stresses InTensile C-T Region by
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Generalized - X Time Integrated Solutions for Hanging Chain Dynamics by
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Homogenized Strategy toward Constitutive Identification of Masonry by
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Experiments to Relate Acoustic Emission Energy to Fracture Energy of Concrete by
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Discussion of "Numerical Analysis of Geomaterials within Theory of Porous Media" by
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Continuum Micromechanics: Survey by
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Upscaling Heterogenous Media By Asymptotic Expansions by
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Mechanics of Composite Solids by
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Real Porous Media: Local Geometry and Transports by
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Extension of Poroelastic Analysis to Double -Porosity Materials: New Technique in Microgeomechanics by
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Miromechanical Approach to Nonlinear Poroelasticity: Application to Cracked Rocks by
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Displacement Accuracy of Discontinuous De for mation Analysis Method Applied to Sliding Block by
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Flow Establishment in Elastic Pipes by
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Response of 1/4-Scale Concrete Masonry Unit (Cmu) Walls to Blast by
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Plane Turbulent Wall Jets in Shallow Tailwater by
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Study ofBehaviour of Concrete Under Triaxial Compression by
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Vwave Diffraction By A Vertical Cylinder with Aporous Ring Plate by
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Use of Microwave for Demage Detection of Fiber Rein Forced Polymer-Wrapped Concrete Structure by
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torsil Surface Waves in An Initially Zstressed Anisotropic Porous Medium by
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Polynomial Chaos Decomposition for Simulation of Non-Guassian Nonstationary Stochastic Processes by
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Effective Hybrid/Mixed Finite Elements for Floded - Plate Structures by
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Analytic Solution for Finite Transversely Isotropic Cirvular Cylinders UnderAxial Point Load Test by
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for mulation of Cracked Beam Element for Structural Analysis by
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Eement-Free Method Based on Lagrange Polynomial Yoshitaka Suetake by
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A Boundary Element Analysis of Quasi-Brittle Solids Containing Cracks by
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Stochastic Finite-Element Analysis of Seimic Soil-Structure Interaction by
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Bond Slip Analysis of Fiber-Rein Forced Polymer-Strenthened Beams by
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Pressure-Impulse Diagram for Blast Loads Jbased on Dimensional Analysis and Single-Degree-Od- Freedom Model by
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Thermomechanical Postbuckling of Cross-Ply Laminated Rectangular Plates] by
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Improved Lattice Model for Concrete Fracture by
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Vibration of Axailly Loaded Rotating Cross-Ply Laminated Cylindrical Shells Via Ritz Method by
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Higher-Order Finite Strip Method for Postbuckling Analysis of Imperfect Composite Plates by
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Dynamic Response of Plates on Elastic Foundation to Moving Loads by
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