382 results on '"Takewaki, Izuru"'
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2. Rapid Discrete Optimal Design of High-Damping Rubber Dampers for Elastic-Plastic Moment Frames under Critical Double Impulse
3. Automation in Construction toward Resilience
4. Optimal Design of Hysteretic Damper with Stopper Mechanism for Tall Buildings under Earthquake Ground Motions of Extremely Large Amplitude
5. Reliability-Based Analysis and Design of Structures and Infrastructure
6. Critical steady-state response of a bilinear hysteretic SDOF model under multi-impulse
7. Critical earthquake response of an elastic–perfectly plastic SDOF model with viscous damping under double impulse
8. Critical earthquake response of an elastic–perfectly plastic SDOF model under triple impulse as a representative of near-fault ground motions
9. Critical earthquake response of an elastic–perfectly plastic SDOF model under double impulse as a representative of near-fault ground motions
10. Closed-form overturning limit of a rigid block as a SDOF model under near-fault ground motions
11. Critical input and response of an elastic–perfectly plastic SDOF model under multi-impulse as a representative of long-duration earthquake ground motions
12. Critical earthquake response of an elastic–perfectly plastic SDOF model on compliant ground under double impulse
13. Future directions
14. Critical earthquake response of a 2DOF elastic–perfectly plastic model under double impulse
15. Introduction
16. Optimal viscous damper placement for an elastic–perfectly plastic MDOF building model under critical double impulse
17. Closed-form dynamic collapse criterion for a bilinear hysteretic SDOF model under near-fault ground motions
18. Editorial: Energy dissipation devices and vibration-control systems for structures and infrastructures to mitigate damages under different hazards
19. Editorial: Energy-based seismic engineering
20. Application “SSDe” for Response Analysis by the Use of the Extended Rod Theory
21. Engineering Method to Create Restoring Force Characteristics
22. Measures for the Long-Period Ground Motion
23. Analytical Example Using the Extended Rod Theory
24. Structural Properties of High-Rise Buildings
25. Analysis Considering Soil–Structure Interaction
26. Fundamental Knowledge on Seismic Motion
27. Extended Rod Theory
28. Double and Triple Impulses for Capturing Critical Elastic-Plastic Response Properties and Robustness of Building Structures Under Near-Fault Ground Motions
29. Amplification of Earthquake Ground Motions by Surface Ground
30. Simplified Analysis of High-Rise Buildings by the Extended Rod Theory
31. Earthquake Response Analysis of High-Rise Buildings
32. Simplified Dynamic Analysis of High-Rise Buildings
33. RELIABILITY-BASED ROBUST DESIGN OPTIMIZATION FOR BUILDING-CONNECTING INERTIAL-MASS DAMPER
34. TWO-STEP OPTIMIZATION OF TUNED INERTIAL MASS DAMPERS FOR ELASTIC-PLASTIC MDOF STRUCTURES USING TIME-FREQUENCY DUAL DOMAIN PERFORMANCE EVALUATION
35. Analysis and design of non-linear seismic isolation systems for building structures—An overview
36. Reliability‐based robust design optimization for building‐connecting inertial mass damper
37. Explicit design of framed tube high‐rise buildings via inverse problem approach
38. OPTIMAL DESIGN OF INERTIAL MASS DAMPER FOR SDOF ELASTIC-PLASTIC BUILDING STRUCTURES SUBJECTED TO LONG-DURATION EARTHQUAKE GROUND MOTIONS
39. Critical Response of Elastic-Plastic Structures to Near-Fault Ground Motions and Its Application to Base-Isolated Building Structures
40. A new reduced model of damped moment frame for rapid optimization of viscous damper placement
41. The design of nonlinear damped building isolation systems by using mobility analysis
42. ROBUST DESIGN OF BUILDING-CONNECTION INERTIAL-MASS DAMPER FOR UNCERTAIN EARTHQUAKE INPUT USING INPUT ENERGY ANALYSIS
43. Closed-form critical response of elastic-plastic shear building with viscous damper under pseudo-double impulse for simulating resonant response under near-fault fling-step motion
44. Resilience evaluation of elastic‐plastic high‐rise buildings under resonant long‐duration ground motion
45. Modeling of resilience based on categorized recovery scenario and improving resilience with viscous damper
46. Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion
47. Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave
48. Bounding of earthquake response via critical double impulse for efficient optimal design of viscous dampers for elastic‐plastic moment frames
49. Frequency‐domain optimal viscous damper placement using lower‐bound transfer function and multimodal adaptability
50. Inverse optimal damper placement via shear model for elastic–plastic moment-resisting frames under large-amplitude ground motions
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