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

KOICHI TAKANASHI; KUNIAKI UDAGAWA; HISASHI TANAKA

doi:10.3130/aijsaxx.288.0_115

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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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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NON-LINEAR EARTHQUAKE RESPONSE ANALYSIS OF STRUCTURES BY A COMPUTER-ACTUATOR ON-LINE SYSTEM : Part 1 Detail of the System

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.229.0_77 ◽

1975 ◽

Vol 229 (0) ◽

pp. 77-83,190 ◽

Cited By ~ 48

Author(s):

KOICHI TAKANASHI ◽

KUNIAKI UDAGAWA ◽

MATSUTARO SEKI ◽

TSUNEO OKADA ◽

HISASHI TANAKA

Keyword(s):

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 V : Response Analyses of Multi-Story Frames with High Strength Bolted Connections

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.295.0_71 ◽

1980 ◽

Vol 295 (0) ◽

pp. 71-83

Author(s):

Hidetake TANIGUCHI ◽

Koichi TAKANASHI ◽

Hisashi 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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EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAMES WITH COMPOSITE BEAMS BY ON-LINE TESTING

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijsx.421.0_69 ◽

1991 ◽

Vol 421 (0) ◽

pp. 69-76

Author(s):

Kuniaki UDAGAWA ◽

Hiroaki MIMURA ◽

Suguru GOJYO

Keyword(s):

Steel Frames ◽

Composite Beams ◽

Earthquake Response ◽

Response Analysis ◽

On Line ◽

Earthquake Response Analysis

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EARTHQUAKE RESPONSE ANALYSIS BY COMPUTER-ACTUATOR ON-LINE SYSTEM : Inelastic Response of H-shaped Columns to Bi-directional Horizontal Earthquake Ground Motions (II)

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.326.0_36 ◽

1983 ◽

Vol 326 (0) ◽

pp. 36-46

Author(s):

HIDETAKE TANIGUCHI ◽

KOICHI TAKANASHI ◽

HISASHI TANAKA

Keyword(s):

Ground Motions ◽

Earthquake Response ◽

Response Analysis ◽

Line System ◽

Inelastic Response ◽

Earthquake Ground Motions ◽

On Line ◽

Earthquake Response Analysis

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EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAMES WITH HIGH STRENGTH BOLTED CONNECTION : Part 1 On the results of the on-line hybrid simulation

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.330.0_78 ◽

1983 ◽

Vol 330 (0) ◽

pp. 78-85

Author(s):

KIYOSHI KANETA ◽

HIDEKAZU NISHIZAWA

Keyword(s):

Steel Frames ◽

Hybrid Simulation ◽

High Strength ◽

Earthquake Response ◽

Response Analysis ◽

Bolted Connection ◽

On Line ◽

Earthquake Response Analysis

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NONLINEAR EARTHQUAKE RESPONSE OF REINFORCED CONCRETE BUILDING FRAMES BY COMPUTER-ACTUATOR ON-LINE SYSTEM : Part II On-line Test Series-1

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.279.0_77 ◽

1979 ◽

Vol 279 (0) ◽

pp. 77-84

Author(s):

TSUNEO OKADA ◽

MATSUTARO SEKI

Keyword(s):

Reinforced Concrete ◽

Test Series ◽

Earthquake Response ◽

Line System ◽

Building Frames ◽

Reinforced Concrete Building ◽

Concrete Building ◽

System Part ◽

On Line ◽

Line Test

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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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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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