All Stories

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