A PRACTICAL METHOD FOR THE EARTHQUAKE RESPONSE ANALYSIS OF NON-LINEAR STRUCTURES WITH ORIGIN-ORIENTED DEGRADING STIFFNESS SYSTEMS BY RANDOM VIBRATION THEORY

Masakazu OZAKI; Akihiro SAWAII

doi:10.3130/aijsaxx.310.0_70

A PRACTICAL METHOD FOR THE EARTHQUAKE RESPONSE ANALYSIS OF NON-LINEAR STRUCTURES WITH ORIGIN-ORIENTED DEGRADING STIFFNESS SYSTEMS BY RANDOM VIBRATION THEORY

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.310.0_70 ◽

1981 ◽

Vol 310 (0) ◽

pp. 70-81

Author(s):

Masakazu OZAKI ◽

Akihiro SAWAII

Keyword(s):

Random Vibration ◽

Practical Method ◽

Earthquake Response ◽

Response Analysis ◽

Linear Structures ◽

Vibration Theory ◽

Non Linear ◽

Random Vibration Theory ◽

Earthquake Response Analysis

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A PRACTICAL METHOD FOR THE EARTHQUAKE RESPONSE ANALYSIS OF MULTI-STORY STRUCTURES WITH DEGRADING STIFFNESS SYSTEMS BY RANDOM VIBRATION THEORY

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.336.0_21 ◽

1984 ◽

Vol 336 (0) ◽

pp. 21-33

Author(s):

MASAKAZU OZAKI ◽

SEIICHIRO YASUDA ◽

MASARU ISHII

Keyword(s):

Random Vibration ◽

Practical Method ◽

Earthquake Response ◽

Response Analysis ◽

Vibration Theory ◽

Random Vibration Theory ◽

Earthquake Response Analysis

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EARTHQUAKE RESPONSE ANALYSIS OF SINGLE-DEGREE-OF-FREEDOM SYSTEMS WITH DEGRADING STIFFNESS SYSTEMS BY RANDOM VIBRATION THEORY

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.333.0_36 ◽

1983 ◽

Vol 333 (0) ◽

pp. 36-45

Author(s):

MASAKAZU OZAKI ◽

MASARU ISHII ◽

SEIICHIRO YASUDA

Keyword(s):

Random Vibration ◽

Degree Of Freedom ◽

Earthquake Response ◽

Response Analysis ◽

Single Degree Of Freedom ◽

Single Degree ◽

Vibration Theory ◽

Random Vibration Theory ◽

Earthquake Response Analysis

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NON-LINEAR EARTHQUAKE RESPONSE ANALYSIS OF STRUCTURES BY A COMPUTER-ACTUATOR ON-LINE SYSTEM : Part II : Response Analyses of One Bay-One Story Steel Frames with Inelastic Beams

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.268.0_49 ◽

1978 ◽

Vol 268 (0) ◽

pp. 49-59 ◽

Cited By ~ 1

Author(s):

KUNIAKI UDAGAWA ◽

KOICHI TAKANASHI ◽

HISASHI TANAKA

Keyword(s):

Steel Frames ◽

Earthquake Response ◽

Response Analysis ◽

Line System ◽

Non Linear ◽

System Part ◽

On Line ◽

Earthquake Response Analysis

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NON-LINEAR EARTHQUAKE RESPONSE ANALYSIS OF STRUCTURES BY A COMPUTER-ACTUATOR ON-LINE SYSTEM : Part IV : Response Analyses of One Bay-One Story Frames with High Strength Bolted Connections

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.291.0_33 ◽

1980 ◽

Vol 291 (0) ◽

pp. 33-43

Author(s):

HIDETAKE TANIGUCHI ◽

KOICHI TAKANASHI ◽

HISASHI TANAKA ◽

ATSUO TANAKA

Keyword(s):

High Strength ◽

Earthquake Response ◽

Response Analysis ◽

Bolted Connections ◽

Line System ◽

Non Linear ◽

System Part ◽

On Line ◽

Earthquake Response Analysis

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Influence of Peak Factors on Site Amplification from Random Vibration Theory Based Site‐Response Analysis

Bulletin of the Seismological Society of America ◽

10.1785/0120150328 ◽

2016 ◽

Vol 106 (4) ◽

pp. 1733-1746 ◽

Cited By ~ 9

Author(s):

Xiaoyue Wang ◽

Ellen M. Rathje

Keyword(s):

Random Vibration ◽

Site Response ◽

Site Amplification ◽

Site Response Analysis ◽

Response Analysis ◽

Vibration Theory ◽

Random Vibration Theory

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Development of Ground‐Motion Duration Models for Use in Random Vibration Theory Site‐Response Analysis

Bulletin of the Seismological Society of America ◽

10.1785/0120170211 ◽

2018 ◽

Vol 108 (4) ◽

pp. 2104-2116 ◽

Cited By ~ 1

Author(s):

Xiaoyue Wang ◽

Ellen M. Rathje

Keyword(s):

Ground Motion ◽

Random Vibration ◽

Site Response ◽

Duration Models ◽

Site Response Analysis ◽

Response Analysis ◽

Vibration Theory ◽

Random Vibration Theory

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The Dynamic Response Analysis of Wuhan Rail Transit System Based on the Random Vibration Theory

International Conference on Transportation Engineering 2007 ◽

10.1061/40932(246)24 ◽

2007 ◽

Author(s):

J. Xu ◽

C. R. Jiang ◽

W. P. Xie

Keyword(s):

Dynamic Response ◽

Random Vibration ◽

Response Analysis ◽

Rail Transit ◽

Transit System ◽

Dynamic Response Analysis ◽

Vibration Theory ◽

Random Vibration Theory

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Non-linear earthquake-response analysis of long-span cable-stayed bridges: Applications

Earthquake Engineering & Structural Dynamics ◽

10.1002/eqe.4290190107 ◽

1990 ◽

Vol 19 (1) ◽

pp. 63-76 ◽

Cited By ~ 30

Author(s):

Aly S. Nazmy ◽

Ahmed M. Abdel-Ghaffar

Keyword(s):

Earthquake Response ◽

Response Analysis ◽

Long Span ◽

Non Linear ◽

Earthquake Response Analysis ◽

Cable Stayed Bridges

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Empirical Improvements for Estimating Earthquake Response Spectra with Random-Vibration Theory

Bulletin of the Seismological Society of America ◽

10.1785/0120110244 ◽

2012 ◽

Vol 102 (2) ◽

pp. 761-772 ◽

Cited By ~ 10

Author(s):

D. M. Boore ◽

E. M. Thompson

Keyword(s):

Random Vibration ◽

Response Spectra ◽

Earthquake Response ◽

Vibration Theory ◽

Earthquake Response Spectra ◽

Random Vibration Theory

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NON-LINEAR EARTHQUAKE RESPONSE ANALYSIS OF STRUCTURES BY A COMPUTER-ACTUATOR ON-LINE SYSTEM Part III : Reponse Analyses of 1-Bay 2-Story Steel Frames

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.288.0_115 ◽

1980 ◽

Vol 288 (0) ◽

pp. 115-124 ◽

Cited By ~ 1

Author(s):

KOICHI TAKANASHI ◽

KUNIAKI UDAGAWA ◽

HISASHI TANAKA

Keyword(s):

Steel Frames ◽

Earthquake Response ◽

Response Analysis ◽

Line System ◽

Non Linear ◽

System Part ◽

On Line ◽

Earthquake Response Analysis

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