All Stories

  1. Three-storey free-standing structures with a restoration function subjected to extreme seismic ground motions in Japan
  2. Experimental examination of single-storey free-standing structures with a restoration function and seismic response estimation
  3. SIE: Structural identification encoders for self-supervised learning of nonlinear dynamic systems using computer vision with limited physical knowledge
  4. Enhancing stability and convergence of offline real-time hybrid simulation via global model-based numerical substructuring approach
  5. Corrigendum to “Enhancing stability and convergence of offline real-time hybrid simulation via global model-based numerical substructuring approach.” [Mech. Syst. Signal Process. 241 (2025) 113531
  6. Enhanced identification method for rational approximation models of unbounded soil to ensure stability in soil-structure interaction systems
  7. Performance analysis method of iteration-based offline real-time hybrid testing: Stability and efficiency
  8. Seismic Response Estimation of Multi-Story Structures Equipped with a Cost-Effective Earthquake Protection System
  9. Earthquake disaster resilience in Taiwan observed from the April 2024 ML 7.1 Hualien earthquake
  10. Nonlinear Signal‐Based Control for a Shake Table Supporting a Heavy Multi‐Storey Nonlinear Structure
  11. Development of low-cost rolling base isolation system for seismic protection of rubble stone masonry buildings in Himalayan Mountain range
  12. Feasibility of sliding base isolation for rubble stone masonry buildings in the Himalayan Mountain range
  13. Stability prediction method of time-varying real-time hybrid testing system on vehicle-bridge coupled system
  14. SHAKING TABLE TEST TO VERIFY VIBRATION CONTROL EFFECT OF TMDS FOR A GABLE ROOF UNDER SEISMIC LOADINGS
  15. Experimental Examinations of Free-Standing Structures with/without Cushion Stoppers for the Suppression of the Residual Sliding Displacement
  16. Time-History Identification of Physical Properties of a Single-Storey Steel Frame Subjected to a Seismic Excitation
  17. E-Defense Shake Table Experiments Implemented by NIED and Collaborative Research Projects in 2005–2022
  18. Fishbone model-based inversion to estimate physical parameters of elastic structures under earthquake excitations
  19. Performance Examination of Nonlinear Signal-Based Control in Shake Table Experiments with Sliding Structures
  20. Enhancements of Nonlinear Substructuring Control for Shake Table Experiments on Severely Damaged Structures
  21. Combination of physics‐based and data‐driven modeling for nonlinear structural seismic response prediction through deep residual learning
  22. Nonlinear signal‐based control for shake table experiments with sliding masses
  23. An acceleration-oriented form of simple piecewise linearisation in time series to assess seismically damaged structures
  24. Enhancement of nonlinear signal-based control to estimate earthquake excitations from absolute acceleration responses of nonlinear structures
  25. Numerically disturbed shake table experimentation to examine nonlinear signal-based control
  26. Nonlinear substructuring control for simultaneous control of acceleration and displacement in shake table substructuring experiments
  27. Suppression of residual sliding displacement of flat-sliding structures by cushion stoppers
  28. Changes in the Dynamic Characteristics of a Small-Scale Gymnasium Model Due to Simulated Earthquake Damage
  29. Simple piecewise linearisation in time series for time‐domain inversion to estimate physical parameters of nonlinear structures
  30. Basic examination of two substructuring schemes for shake table tests
  31. A comparative study of hybrid simulation and dynamical substructuring system schemes for shake table tests
  32. Nonlinear signal-based control for single-axis shake tables supporting nonlinear structural systems
  33. Stability of nonlinear signal‐based control for nonlinear structural systems with a pure time delay
  34. Experiences, accomplishments, lessons, and challenges of E-defense-Tests using world's largest shaking table
  35. Nonlinear substructuring control for parameter changes in multi-degree-of-freedom systems
  36. Seismic Damage Reduction of a Structural System based on Nontraditional Sliding Interfaces with Graphite Lubrication
  37. Nonlinear signal-based control with an error feedback action for nonlinear substructuring control
  38. Application of the nonlinear substructuring control method to nonlinear 2-degree-of-freedom systems
  39. Stability analysis and comparative experimentation for two substructuring schemes, with a pure time delay in the actuation system
  40. A nonlinear signal-based control method and its applications to input identification for nonlinear SIMO problems
  41. 3D15 Comparative results for DSS and hybrid testing for a base isolated structure with rubber bearings(The 12th International Conference on Motion and Vibration Control)
  42. APPLICATION OF GRAPHITE LUBRICATION FOR COLUMN BASE IN FREE STANDING STEEL STRUCTURE
  43. NONLINEAR SDOF STRUCTURAL CONTROL BY MINIMAL CONTROL SYNTHESIS WITHOUT REFERENCE MODEL
  44. KINEMATIC FRICTION AND SEISMIC RESPONSES OF FREE STANDING STEEL STRUCTURES ON MORTAR BASE
  45. POUNDING SHAKING TABLE TEST TECHNIQUES TO REALIZE HIGH FREQUENCY INPUT OVER THE REPRODUCIBLE FREQUENCY OF TABLES
  46. A substructure shaking table test for reproduction of earthquake responses of high-rise buildings
  47. DEVELOPMENT OF SHAKING TABLE TEST TECHNIQUES TO REALIZE LARGE RESPONSES AND EVALUATION OF SAFETY OF A HIGH-RISE BUILDING
  48. DEVELOPMENT OF SHAKING TABLE EXPERIMENT METHOD TO REPRODUCE RESPONSES OF HIGH-RISE BUILDINGS UNDER GROUND MOTION