Zhou / Chu / Liu | Progress in Structures | Buch | 978-3-03785-421-1 | sack.de

Buch, Englisch, 3670 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 6300 g

Zhou / Chu / Liu

Progress in Structures

Buch, Englisch, 3670 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 6300 g

ISBN: 978-3-03785-421-1
Verlag: Trans Tech Publications


The present volumes contain selected papers which offer up-to-date, comprehensive and state-of-the art information on the fields of Structural Engineering; Monitoring and Control of Structures; Structural Rehabilitation, Retrofitting and Strengthening; Reliability and Durability of Structures; Seismic Engineering; Disaster Prevention and Mitigation; Computational Mechanics. The work thus provides invaluable insights into the current possibilities existing in these fields.
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Weitere Infos & Material


Preface and Conference Organization
Chapter 1: Structural Engineering
Test Research on the Behaviors of Steel Bar Truss and Concrete Superimposed Floor Slabs
A Taylor Series Integration Method with Coupling in Structural Dynamics
Optimization Design of Core Thickness of Exterior Frame and Core Hybrid Structures in High-Rise Buildings
Mean Wind Pressure Field on the Typical Large-Span Roof Structures
Explosion Resistance Investigation into Sandwich Structure of Steel Fiber Reinforced Concrete Support Plate
Failure-Mode Based Coupled Shear Wall Optimization Design
Experimental Tests on Composite Beam with Various Slab Systems
Experiment on a Concrete Filled Steel Tubular Arch with Corrugated Steel Webs Subjected to Spatial Loading
Research on Steel Beam-Column Joints of Concrete Filled Steel Tube
Structural Optimization of Transmission Line of Steel Poles
Analysis of Storey Damage Effect Factors of SRC Frame-RC Core Tube Hybrid Structure under Cyclic Loading
A Multiaxial Damage Statistic Constitutive Model for Concrete
Influence of Various Inclinations of Webs on Anti-Torsion Characteristic of Steel-Concrete Composite Box Girder
Contrastive Finite Analysis of SRC Frame under Cyclic Loading Base on Macroscopic and Microscopic Element
A New Method Tracing Load-Deflection Equilibrium Path of a Doubly Nonlinear Truss
Study on the Constitutive Model of Composite Materials in Elastic-Plastic Stage
Experimental Study of Blind Bolted Joints to Concrete-Filled Thin-Walled Steel Tubular Columns under Cyclic Loading
Frame Column of the Limit Value of Axial Compression Ratio of
Experimental Study on the Behavior of Two-Way Concrete Slab under Furnace Loading
Natural Element Method for Material and Geometrical Bi-Nonlinear Problems
FEM Analysis on Seismic Behavior of Hybrid Coupled Wall System with Steel Boundary Elements
Dynamic Characteristic Analysis on Experiment of Suspended-Span Structures in Water
Experimental Research on Hysteretic Behavior of Top-Seat Angles Beam-Column Connections
Applied Research on CL Structural System in the Construction of Affordable Housing
Complex Genetic Algorithm for Structure Shape Optimization Design of Mixed Discrete Variables
Test Study on Anti-Sliding Coefficient of Friction-Type High-Strength Bolt Connectors
Projective Geometry on the Structure of Geometric Composition Analysis Application
Research and Application of Pre-Stressed Concrete Composite Slabs
Wind-Induced Dynamic Analysis of the Flat Tensegrity Structures in Time Domain
The Doubly Nonlinear Limit Load Analysis of Space Grid Structure
Dynamic Analysis of Gravity Platform's Marine Riser under Wave Load
Experimental Research and Calculation Analysis on Shear Crack Load of Steel Reinforced Concrete T-Shaped Columns
Elastoplastic Analysis of Structure Composed of Columns Based on the Basic Equation System
Preliminary Study on Dynamic Progressive Collapse Analysis of Spatial Composite Frames with Concrete-Filled Steel Tubular Columns
Rigidity Test Research of Rigid and Flexible Flange Connection in Substation Frameworks
Finite Element Analysis on Exterior Joint of Reinforced Concrete Frame Structure
Study on Bonding Properties of Bamboo-Steel Interface under Static Load
Constant Amplitude Fatigue Calculative Method of Welded Hollow Spherical Joint with Cross-Board in Steel Plate-Type Grid Structure
Research Progress and Prospect on Self-Drilling Screw Connection Shear Capacity
Free Vibration Analysis for Step Tubular Structures of Tall Buildings Supported on Elastic Foundation Soil
Numerical Simulation Analysis on Shear Bearing Capacity Experiments of Cold-Formed Steel Self-Drilling Screws Connection
Design and Analysis on Fan-Shape Four Pyramid Grid with Single Point Supporting
Calculation and Design Analysis of Grid with Six-Point Supporting
Test on Hybrid Connection for Steel Bars in Concrete
Parameters Analysis of Re-Centring SMA Damper Based on SAP2000
A Simplified Prediction on Deflection of Web-Core Sandwich Beam in Weak Direction
Experimental Study on Elastic Modulus of Combined Aggregate Concrete
Wind Pressure Distribution on a Large-Span Roof Structure
Study of Bearing Capacity for Vertical Stiffener Joint with Concrete-Filled Square Steel Tube and Steel Beam
Mode I Fracture Toughness of a Tri-Layered Beam with Interfacial Crack
Theoretical and Experimental Study on Structural Dynamics Analysis Based on Electrical Circuit Analogy Method
Lamb Wave Scattering Induced by a Rectangular Hole
Finite Element Analysis of External Prestressing Beams Made of Strain Hardening Material
Research on Horizontal Bearing Capacity of High-Rise RC Shear Wall Arranged High-Strength Steel in Boundary Concealed Columns
Experiment Study on Dynamic Characteristics of Unbounded Prestressed Concrete Beams
The Influence of Static Response of Super Tall Building Mega-Frame Structure Caused by Changes of Frame Rigidities
Research of Mechanical Influence of Initial Imperfections on Beam String Structure
Finite Element Analysis on Concrete Filled Steel Tubular Concrete Beam Joints under Cyclic Loading by OPENSEES
Axial Ultimate Capacity of Partially Encased Composite Columns
Fluctuating Pressure Correlativity Analysis on the Cantilevered Roof of a Stadium
Inelastic Dynamic Analysis of Steel Structure Using Force Analogy Method
Influence of Axial Load Level on Performance of Resist Impact on Tubular T-Jo


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