All Stories

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