All Stories

  1. Best combination of stiffness and strength ratios for seismic design of buildings with BRBs
  2. Support Vector Machines to Propose a Ground Motion Prediction Equation for the Particular Case of the Bojorquez Intensity Measure INp
  3. Advanced intensity measures for urban seismic-risk mapping: Evidence from a Megacity
  4. DISEÑO SÍSMICO SUSTENTABLE DE ESTRUCTURAS EQUIPADAS CON DISIPADORES VISCOSOS
  5. Open Ground Story Mid-Rise Buildings Represented by Simplified Systems
  6. Multi-disciplinary performance comparison for selecting the optimal sustainable design of buildings structures with fluid-viscous dampers
  7. Seismic Performance of Steel Buildings with Eccentrically Braced Frame Systems with Different Configurations
  8. Towards optimal reliability-based design of wind turbines towers using artificial intelligence
  9. Bayesian analysis-based ground motion prediction equations for earthquake input energy
  10. Improving the Seismic Performance of Steel Frames under Mainshock–Aftershock Using Post-Tensioned Connections
  11. Use of Artificial Neural Networks and Response Surface Methodology for Evaluating the Reliability Index of Steel Wind Towers
  12. Development an Artificial Neural Network Model for Estimating Cost of R/C Building by Using Life-Cycle Cost Function: Case Study of Mexico City
  13. Factores de modificación por comportamiento degradante por espectros de diseño sísmico
  14. Comparing Hysteretic Energy and Ductility Uniform Annual Failure Rate Spectra for Traditional and a Spectral Shape-Based Intensity Measure
  15. Reliability-based strength modification factor for seismic design spectra considering structural degradation
  16. Displacement Spectra Damping Factors for Preliminary Design of Structures with Hysteretic Energy-Dissipation Devices
  17. Enhanced Seismic Structural Reliability on Reinforced Concrete Buildings by Using Buckling Restrained Braces
  18. Influence of Higher Modes of Vibration on the Seismic Response of Buildings with Linear and Nonlinear Viscous Dampers
  19. Authors´Reply to Referee #2
  20. Authors´Reply to Referee #1. Paper ID: https//doi.org/10.5194/nhess-2020-116-RC1, 2020
  21. Influence of spectral acceleration correlation models on conditional mean spectra and probabilistic seismic hazard analysis
  22. Reliability-based strength modification factor for seismic design spectra considering structural degradation
  23. Improving the Structural Reliability of Steel Frames Using Posttensioned Connections
  24. FACTORES DE AMPLIFICACIÓN DE RESISTENCIA PARA EL DISEÑO DE ESTRUCTURAS CON ASIMETRÍA EN FLUENCIA
  25. Review of Guidelines for Seismic Design of Structures with Damping Systems
  26. Seismic response and energy dissipation of 3D complex steel buildings considering the influence of interior semi-rigid connections: low- medium- and high-rise
  27. On the Seismic Design of Structures with Tilting Located within a Seismic Region
  28. On the Seismic Design of Structures with Tilting Located within a Seismic Region
  29. Reliability-based optimal load factors for seismic design of buildings
  30. A new ground motion intensity measure I B
  31. Reliability-based Strength Amplification Factors for Structures with Asymmetric Yielding
  32. Seismic response of complex 3D steel buildings with welded and post-tensioned connections
  33. Reliability over time of wind turbines steel towers subjected to fatigue
  34. Probabilistic seismic response transformation factors between SDOF and MDOF systems using artificial neural networks
  35. Direct Displacement-Based Design for Buildings with Hysteretic Dampers, using Best Combinations of Stiffness and Strength Ratios
  36. Demands and distribution of hysteretic energy in moment resistant self-centering steel frames
  37. Time-Dependent Confidence Factor for Structures with Cumulative Damage
  38. On the Use of Vector-Valued Intensity Measure to Predict Peak and Cumulative Demands of Steel Frames under Narrow-Band Motions
  39. Reduction Factors for Seismic Design Spectra for Structures with Viscous Energy Dampers
  40. Influence of structural deterioration over time on the optimal time interval for inspection and maintenance of structures
  41. Multi-objective optimization for maintenance of structures, considering structural deterioration
  42. An Efficient Approach to Obtain Optimal Load Factors for Structural Design
  43. Ductility and Strength Reduction Factors for Degrading Structures Considering Cumulative Damage
  44. Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design
  45. Evaluation of the Response of Posttensioned Steel Frames with Energy Dissipators Using Equivalent Single-Degree-of-Freedom Systems
  46. Non-Gaussian Stochastic Equivalent Linearization Method for Inelastic Nonlinear Systems with Softening Behaviour, under Seismic Ground Motions
  47. Response transformation factors for deterministic-based and reliability-based seismic design
  48. A New Spectral Shape-Based Record Selection Approach UsingNpand Genetic Algorithms
  49. Reduction of Maximum and Residual Drifts on Posttensioned Steel Frames with Semirigid Connections
  50. Time Intervals for Maintenance of Offshore Structures Based on Multiobjective Optimization
  51. Comparing vector-valued intensity measures for fragility analysis of steel frames in the case of narrow-band ground motions
  52. Hysteretic model for steel energy absorbers and evaluation of a seismic design strategy using minimal-damage performance objectives
  53. Estimation of the risk amplification in steel buildings subject to seismic actions using Monte Carlo simulation
  54. Behavior of self-centering buckling-restrained braces
  55. Prediction of Inelastic Response Spectra Using Artificial Neural Networks
  56. Evaluation of Structural Reliability of Steel Frames: Interstory Drift versus Plastic Hysteretic Energy
  57. Accidental Eccentricity of Story Shear for Low-Rise Office Buildings
  58. Simplified closed-form expressions for the mean failure rate of structures considering structural deterioration
  59. Probabilities of Exceeding Different Limit States for Buildings Subjected to Narrow-Band Ground Motions
  60. Energy-based damage index for steel structures
  61. Energy-based damage model for MDOF steel structures
  62. Reliability-based evaluation of steel structures using energy concepts
  63. Structural reliability evaluation considering capacity degradation over time
  64. Design Approach Based on UAFR Spectra for Structures with Displacement-Dependent Dissipating Elements
  65. Influence of structural capacity uncertainty on seismic reliability of buildings under narrow-band motions
  66. Seismic Design Method for Reliability-Based Rehabilitation of Buildings
  67. Design Algorithm Based on Probabilistic Seismic Demands for Buildings Rehabilitated with Hysteretic Energy-Dissipating Devices
  68. Performance-Based Design Approach for Seismic Rehabilitation of Buildings with Displacement-Dependent Dissipators
  69. Calibration of the equivalent linearization gaussian approach applied to simple hysteretic systems subjected to narrow band seismic motions
  70. Influence of ground motion intensity on the effectiveness of tuned mass dampers
  71. Design Live Loads for Classrooms in United States and Mexico
  72. Stochastic seismic performance evaluation of tuned liquid column dampers
  73. Design Live Loads for Office Buildings in Mexico and the United States
  74. STOCHASTIC SEISMIC PERFORMANCE EVALUATION OF TUNED LIQUID COLUMN DAMPERS
  75. Influence of the spatial distribution of energy-dissipating bracing elements on the seismic response of multistorey frames
  76. Reliability of Short and Slender Reinforced‐Concrete Columns
  77. Influence of intensity of motion on the seismic response of structures with asymmetric force-deformation curves
  78. Discussion of “ Evolutionary Kanai‐Tajimi Earthquake Models ” by Y. K. Lin and Yan Yong (August, 1987, Vol. 113, No. 8)
  79. Seismic Failure Rates of Multistory Frames
  80. The Mexico Earthquake of September 19, 1985—The Seismic Performance of Buildings with Weak First Storey
  81. The Mexico Earthquake of September 19, 1985—Seismic Response of Asymmetrically Yielding Structures
  82. The Mexico Earthquake of September 19, 1985—Nonstationary Models of Seismic Ground Acceleration
  83. Uncertainty about p‐y Curves for Piles in Soft Clays
  84. Non-dimensional probabilistic coefficients for laterally loaded piles
  85. Reliability index for offshore piles subjected to bending