Sonstiges, Englisch, Band Volume 763, 1210 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Key Engineering Materials
9th STESSA 2018
Sonstiges, Englisch, Band Volume 763, 1210 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Key Engineering Materials
ISBN: 978-3-0357-2301-4
Verlag: Trans Tech Publications
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
New Zealand Research Applications of, and Developments in, Low Damage Technology for Steel StructuresReconstructing Christchurch: Quantitative Findings on Shift in Building Structural SystemsDevelopment of Structural Metal Energy-Dissipation Techniques for Seismic Disaster Mitigation of Buildings in ChinaLightweight Steel Constructions for Seismic AreasBuckling-Restrained Brace: History, Design and ApplicationsLessons from the Field; Steel Structure Performance in Earthquakes in New Zealand from 2010 to 2016An Empirical Methodology for Seismic Damage Control of CFT-MRFsMulti-Mode Pushover Procedure to Estimate Higher Modes Effects on Seismic Inelastic Response of Steel Moment-Resisting FramesEarthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced FramesEvaluating the Behaviour Factor of Concentric X-Braced Steel StructuresComments about the Seismic Behavior of ?Inverted Y?- Braced FramesSeismic and Robustness Design of Steel Frame BuildingsFrom Design to Earthquake Loss Assessment of Steel Moment-Resisting FramesSeismic Behavior Investigation of Prefabricated Steel Industrial BuildingsSeismic Design of Gusset Plate Connections in Concentrically Braced FramesEffect of Column Base Flexibility on Earthquake-Induced Residual Deformations of Steel ColumnsEffect of Beam-Column Connection Fixity on Collapse Performance of a Six-Storey Special Concentrically Braced FrameIdentifying Critical Connections for the Global Performance of Steel Moment Resisting FramesBeam Web-Side-Plate Connection Axial PerformanceAccounting for the Flexibility of Beam-Column Joints within New Zealand Steel Moment-Resisting Frame StructuresLow Damage Moment Resisting Connection Using Blind BoltsSeismic Requirements for the Welding and Inspection of the K-Area in Hot Rolled Products to AS/NZS 3679.1Beam Shear ConnectionsBraced Frame Symmetrical and Asymmetrical Friction Connection PerformanceFailures and Prediction Methods of Lateral Buckling Strength of H-Shaped Beams Connected by Flush End PlatesRequired Column Overdesign Factor of 3D Steel Moment Frames with Square Tube ColumnsBattened Steel Columns with Semi-Continuous Base Plate Connections: Experimental Results vs. Theoretical PredictionsEstimation Method on Hysteresis Characteristics of Subassemblage with Ductile Knee-Brace MemberColumn Moment Demands from Orthogonal Beam TwistingBuckling Behavior of Circular Steel Tubes under FireEffects of Changing Double Angles Configuration Used as Braces in Seismic Resisting SystemsSeismic Behavior and Design of Innovative Modular Steel Floor SystemSeismic Ratchetting of Single-Degree-of-Freedom Steel Bridge ColumnsPortal Frames with a Novel Cold-Formed Tapered Box-SectionCompatibility Forces in Floor Diaphragms of Steel Braced Multi-Story BuildingsCapacity Design Criteria of 3D Steel Lattice Beams for Applications into Cultural Heritage Constructions and Archaeological SitesShake Table Testing of a Low Damage Steel Building with 2-4 Displacement Dependent (D3) Viscous DamperFull-Scale Cyclic Testing of Self-Centering Modular Panels for Seismic Resilient StructuresShake Table Testing of Steel Braced Frame Considering Member FractureSeismic Testing of the Connecting Joint in a Buckling-Restrained K-Braced RC FrameCyclic Behavior of Panel Zone in Steel Moment Frame under Bidirectional LoadingExperimental Study on a Steel-Tube DamperSteel Columns under Multi-Axis Seismic Loading: Experimental Findings and Design RecommendationsExperimental Testing and Design of High Performance Shear Links for Eccentrically Braced FramesExperimental Verification of Design Models in a Static and Dynamic Loading TestShake Table Testing of a Low Damage Steel Building with Asymmetric Friction Connections (AFC)Experimental Tests on Extended Stiffened End-Plate Joints within Equal Joints ProjectExperimental Test of Welded Wide Flange FusesShake Table Testing of Lightweight Steel Drywall Nonstructural ComponentsShake Table Tests of Structures with CFS Strap-Braced Stud WallsSeismic Tests of Welded Moment Resisting Connections Made of Laser-Welded Stainless Steel SectionsExperimental Tests for Pre-Qualification of a Set of Buckling-Restrained BracesBehaviour of Square Tubular Columns in Connection to I Beams with Welded Reverse Channel under Experimental TestsShake Table Test of a Half-Scale 2-Storey Steel Building Seismically Retrofitted Using Rocking Braced Frame SystemContribution of Beam-Column Connections with Bolted Angles in the Reserve Capacity and Full-Scale Cyclic TestingComparison of Hysteretic Models for Steel Beams Calibrated by Means of Multi-Objective OptimisationFinite Element Analysis on K-Type External Braced Steel Frame SystemHigh-Performance Computer-Aided Optimization of Viscous Dampers for Improving the Seismic Performance of a Tall Steel BuildingOn-Line Testing of Steel Brace Connections Using Non-Linear Substructuring and Force-Displacement Combined ControlFinite Element Analysis of Eccentrically Braced Frames with Removable LinkA Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections for Seismic ApplicationsNumerical Model of Cold Press-Formed Square Steel Tube Columns Considered with Degradation Behavior due to Local Buckling and/or FractureCyclic Performance of a Lightweight Rapidly Constructible and Reconfigurable Modular Steel Floor DiaphragmFloor Diaphragm In-Plane Modelling Using Elastic Truss ElementsSeismic Simulation of U.S. and Japanese Type Steel Moment-Resisting Frame Structures Using Practical FEM Macro ModelsComputational Challenges in Real-Time Hybrid Simulation of Tall Buildings under Multiple Natural HazardsFinite Element Analysis of Composite Replaceable Short LinksSeismic Behaviour of Sheathed CFS Buildings: Shake-Table Testing and Numerical ModellingPreliminary Finite Element Analyses on Seismic Resistant FREE from DAMage Beam to Column Joints under Impact LoadingNumerical Study of Asymmetric Friction Connections (AFC) with Large Grip Length BoltsDevelopment of a Hybrid Simulation Computational Model for Steel Braced FramesEquilibrium Analysis of Pin-Jointed Steel Structures under Large Variations of ConfigurationNumerical Study on Moment Resisting Frames under Monotonic and Cyclic LoadsNumerical Study on Concentric Braced X Frames under Monotonic and Cyclic LoadsDesign and Assessment of Cold-Formed Steel Shear Wall Systems Located in Moderate-to-High Seismicity RegionsShear Resistance Mechanisms on Steel Sheet Shear Walls with Burring Holes and the Effect of Cross-RailsA Proof-of-Concept Study on Self-Centering Column Feet Equipped with Innovative Shape Memory Alloy Ring SpringsCollapse Mechanisms of Controlled Rocking Steel Braced Frames: Base Rocking Joint vs. Capacity-Protected Frame MembersSeismic Fragility Analysis of MRFs with PR Bolted Connections Using IDA ApproachCollapse Analysis of Steel Frames Considering Fracture of Braces and End of BeamsCyclic Performance of Braces with Different Support Connections in Special Concentrically Braced FramesSeismic Collapse Analysis of Steel Plate Shear Wall SystemsEffect of Special Segment Aspect Ratio on Seismic Performance of Special Truss Moment Frames (STMFs)Hysteretic Features of Low Yield Point Steel and its Influence on Shear Plate Damper BehaviorDamage Avoidance Self-Centering Steel Moment Resisting Frames (MRFs) Using Innovative Resilient Slip Friction Joints (RSFJs)Comparative Analysis of Dual Steel Frames with Dissipative Metal Shear PanelsStrip Model Analysis for Steel Plate Shear Walls in Earthquake Resistant StructuresThe Sliding Hinge Joint: Final Steps towards an Optimum Low Damage Seismic-Resistant Steel SystemExperimental and Numerical Studies on Seismic Behavior of Q460 High Strength Steel Reinforced Concrete ColumnComposite Frames with Dissipative Beam Splices: Numerical Analyses and Design GuidelinesExperimental Behavior of Square Tubed-Reinforced-Concrete Column to RC Beam Joints with Internal Diaphragms under Cyclic LoadingCyclic Response of Steel Cladding Details with Fiber-Reinforced Polymer ShimsBidirectional Behaviour of Unstiffened and Stiffened Direct-Welded Connections for Square CFST ColumnsExperimental Study and Numerical Assessment of the Flexural Behaviour of Square and Rectangular CFST Members under Monotonic and Cyclic LoadingTheoretical Study on Steel Reinforced Concrete Hybrid Walls with Centered and Staggered OpeningsInfluence of Composite Slab on the Nonlinear Response of Extended End-Plate Beam-to-Column JointsAnalytical Methodology to Predict the Beam Overstrength Considering the Composite Slab EffectsDuctility and Behaviour Factor of RC Frame - Perforated SPSW Dual SystemsSeismic Response of Composite Eccentrically Braced Frames with Short Dissipative ElementThe Effect of Consecutive Earthquakes on a Composite Structure Utilising RBRFsLow-Cycle Fatigue Performance of Buckling Restrained Braces and Assessment of Cumulative Damage under Severe EarthquakesSeismic Design of Buckling-Restrained Brace in Preventing Local Buckling FailurePerformance Evaluation of Buckling-Restrained Braces Installed in a Mid-Rise Steel StructureEffects of Out-of-Plane Displacements on Load Capacity of Gusset Plates in Buckling Restrained Braced FramesBuckling Restrained Brace Deformation Measuring DeviceFinite Element Modelling of Buckling Restrained Braces under Combined In-Plane and Out-of-Plane LoadingFlexural Properties of Buckling-Restrained Brace ConnectionsSeismic Stability of Buckling-Restrained Braced FramesBuckling-Restrained Braces (BRB) Seismic Design - A Consulting Engineer?s ConsiderationVerification of Clearance and Gap for Fabricating the Buckling-Restrained Brace Using Steel Mortar PlanksBehavior Factor of Dual Systems with BRBs and Semi-Rigid ConnectionsMechanical Behavior of Assembled Steel Dampers with Optimized ShapesSeismic Performance of Steel MRF Structures with Nonlinear Viscous Dampers from Real-Time Hybrid SimulationsMagnetorheological Fluid with Nano Fe3O4 for Performance Enhancement of MR Damper for Seismic Resistance of Steel StructuresThe Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance EvaluationFootfall Induced Vibration Response of a Base-Isolated Steel BuildingBase Isolation Design of Steel Structures on Soft SoilSpectral Analysis and Experimental Validation of a Low-Damage Hybrid DissipaterApplication of Buckling-Restrained Braces in the Seismic Design of a Thermal Power Plant in ChinaComparison between a Traditionally Retrofitted Industrial Building and an Alternative Solution Using BRBsThe Design of an Iconic 40-Storey Steel Composite Office Tower in Indonesia with a High Seismic Performance LevelThe Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case StudyDesign Development of a Four-Story Strongback Braced FrameMetal Shear Panels for Seismic Upgrading of RC Buildings: A Case StudySeismic Performance Assessment of Existing Steel Buildings: A Case StudySeismic Design, Analysis and Testing of a Friction Steel Braced Frame System for Multi-Storey Buildings in VancouverSeismic Response of Long Span Continuous Rigid-Framed Steel Arch BridgeSeismic Retrofit of a Heritage Building in Wellington Using Buckling Restrained BracesSeismic Retrofitting of Eccentrically Braced Frames by Rocking Walls and Viscous DampersMinimal-Disturbance Arm Damper Retrofitting: Evaluation of Retrofit Effect Using Multi-Span Steel Frame SpecimensInnovative Suspended Superstructure for the Retrofitting of a Steel Truss Railway BridgeSeismic Repair by Cover Plate to the Damaged RHS Column with Strength Deterioration due to the Local BucklingMulti-Hazard Risk Mitigation through Application of Seismic Design RulesRemarks on Seismic Design Rules of EC8 for Inverted-V CBFsComparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code ProvisionsSeismic Assessment of Existing Eccentrically Braced Frames According to NBCC and ASCE 41-13 Evaluation ProceduresA Design Formulation for Dissipative Metal Shear Panels
