Seismic performance assessment of self-centering dual systems with different configurations
Explore this paper's citation graph
- Type
- article
- Published
- 2016-02-01
- Cited by
- 6
- References
- 40
- Access
- Open access
- OpenAlex
- https://openalex.org/W1790147478
- Semantic Scholar
- https://api.semanticscholar.org/CorpusID:109689399
Keywords
Structural engineering, Computer science, Substructure, Dual (grammatical number), Probabilistic logic
References
- Beyond the Factor of Safety: Developing Fragility Curves to Characterize System Reliability
- Damage-free seismic-resistant self-centering concentrically-braced frames
- Object-oriented finite element programming: frameworks for analysis, algorithms and parallel computing
- An Analysis of Transformations
- Linear models : least squares and alternatives
- Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low‐amplitude shake table testing
- Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large‐amplitude shake table testing
- Hybrid simulation testing of a self‐centering rocking steel braced frame system
- Seismic Reliability of Special Moment Steel Frames with Welded Connections: I
- Cost-effectiveness in active structural control
- Risk-based seismic life-cycle cost–benefit (LCC-B) analysis for bridge retrofit assessment
- The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures
- Uncertainty propagation in probabilistic seismic loss estimation
- Mitigation of Higher Mode Effects in Base-Rocking Systems by Using Multiple Rocking Sections
- Probabilistic Seismic Demand Models and Fragility Estimates for Reinforced Concrete Highway Bridges with One Single-Column Bent
- Seismic demand models and performance evaluation of self-centering and conventional concentrically braced frames
- Seismic reliability of steel framed buildings
- Seismic Performance Assessment of Concentrically Braced Steel Frames
- Probabilistic structural response assessment using vector‐valued intensity measures
- Seismic fragility assessment of steel frames for consequence-based engineering: A case study for Memphis, TN
Cited by
- Cost-benefit evaluation of self-centring concentrically braced frames considering uncertainties
- Sensitivity analysis of seismic performance assessment and consequent impacts on loss analysis
- Enhance seismic performance of self-centering concentrically braced frames by using hybrid systems
- Seismic performance of friction-damped steel frames integrated with resilient tension-only braces
- Seismic performance of rocking braced frames with double base plate connections
- Seismic performance evaluation of steel moment resisting frames with mid-span rigid rocking cores
- COMPARISON OF SEISMIC RESPONSES OF STEEL MOMENT FRAMES WITH AND WITHOUT ROCKING CORE
Related papers
- Frequency-Domain Substructure Isolation for Local Damage Identification
- The dynamic synthesis of general non-conservative structures from separately identified substructure models
- 1314 Development of Vibration Characteristic Optimization System of Large-scale Complicated Structure
- ON THE DESIGN OF THE SUBSTRUCTURE EQUILIBRATED WITH THE SUPERSTRUCTURE OF BEAM BRIDGE
- Substructure determination in isomorphous replacement and anomalous diffraction experiments.
- A substructure approach to local damage detection of shear structure
- Regularities of varying the dislocation substructure of copper under creep in the magnetic field
- The basic principle of substructure analysis and the technique of substructure analysis with the software of ANSYS