Takuji Kobori

发表

2122) Ground Compliance of Rectangular Foundation(Structure)

Yutaka Inoue, Tamotsu Suzuki, Takuji Kobori, 1963 .

259) On the Nonlinear Structural Behaviors under Destructive Earthquakes : Part 4: Overturning and Rocking-Motion of Prismatic Calumns(Civil Engineering)

Takuji Kobori, Ryoichiro Minamii, 1956 .

Dynamical Ground Compliance of Square Foundation On a Stiff Soil Ground

Takuji Kobori, Kaoru Kusakabe, Shigeru Setogawa, 1981 .

219) On the Non linear Structural Behaviors under Destructive Earthquakes (Part 5) : Note on the Yield Process Structure(Structure)

Takuji Kobori, 1957 .

2061) Earthquake Responces and Aseismic Design of Asymmetrical Structure : Analog Computer Analysis of Nonlinear Transient Vibration of Structure, No. 3(Structure)

Yutaka Inoue, Takuji Kobori, Kiyoshi Kaneta, 1961 .

Stochastic Seismic Response of Hysteretic Structures

Yoshiyuki Suzuki, Takuji Kobori, Ryoichiro Minai, 1976 .

GROUND COMPLIANCE OF RECTANGULAR FOUNDATION

Takuji Kobori, 1963 .

2009) Criterion of Earthquake Control Mechanism : Study on Earthquake Control Mechanism Applicable to Structure II(Structure)

Takuji Kobori, Riyoichiro Minami, 1960 .

2003) On the Structural Design of Tall Buildings(Structure)

Takuji Kobori, 1963 .

2) EFFECT OF FOUNDATION COMPLIANCE ON EARTHQUAKE RESPONSE OF MULTI-STORY BUILDING : Analog Computer Analysis of Nonlinear Transient Vibration of Structure No.6

Yutaka Inoue, Takuji Kobori, Kiyoshi Kaneta, 1962 .

EARTHQUAKE RESPONSE OF STRUCTURES CONSIDERING THE EFFECT OF GROUND COMPLIANCE (4TH REPORT)

Takuji Kobori, Ryoichiro Minai, Yutaka Inoue, 1969 .

2111) Note on the Developing Aseismic Design of Structures(Structure)

Takuji Kobori, Ryoichiro Minamii, 1963 .

258) On the Nonlinear Structural Behaviors under Destructive Earthquakes : Part 3: Method to obtain the Pattern of Seismic Waves controled and filtered by the Dynamic Properties of Structures(Civil Engineering)

Takuji Kobori, 1956 .

2016) Analysis of Earthquake Response by Analog Computer : Analog Computer Analysis of Noulinear Transient Vibration of Structure, No.1(Structure)

Koji Mizuhata, Takuji Kobori, Kiyoshi Kaneta, 1959 .

8). ON THE NONLINEAR VIBRATIONS OF BUILDINGS BY VIOLENT EARTHQUAKES

Takuji Kobori, Kiyoshi Kaneta, 1955 .

The Dynamical Ground Compliance of a Rectangular Foundation on a Viscoelastic Stratum

Takuji Kobori, Ryoichiro Minai, Tamotsu Suzuki, 1971 .

Dynamical Compliance of Rectangular Foundations on an Elastic Half-Space

Takuji Kobori, W. Thomson, William T. Thomson, 1963 .

Control algorithm for estimating future responses of active variable stiffness structure

Kazuhiko Yamada, Takuji Kobori, Kazuhiko Yamada, 1995 .

EXPERIMENTAL STUDY ON THE COMPRESSIVE STIFFNESS OF HOLLOW CIRCULAR RUBBER BEARINGS

Isao Nishimura, Akihiro Kondo, Takuji Kobori, 1999 .

Statistical Linearization Techniques of Hysteretic Structures to Earthquake Excitations

Takuji Kobori, Ryoichiro Minai, R. Minai, 1973 .

ANALYTICAL STUDY OF THE COMPRESSIVE STIFFNESS OF HOLLOW CIRCULAR RUBBER BEARINGS

Isao Nishimura, Akihiro Kondo, Takuji Kobori, 1998 .

6.ON THE NON-LINEAR STRUCTURAL BEHAVIORS UNDER DESTRUCTIVE EARTHQUAKES : Part 2: Behaviors of Structures with Artificially Non-linearized Characteristics

Takuji Kobori, Ryoichiro Minai, 1956 .

Study on Dynamic Characteristics of a Pile Group Foundation

Yuji Miyamoto, Katsuichiro Hijikata, Takuji Kobori, 1991 .

EFFECTIVENESS OF REALIZED SEISMIC-LRESPONSE-CONTROLLED STRUCTURE WITH ACTIVE MASS DRIVER SYSTEM

Kazuhiko Yamada, Yoshiki Ikeda, Norihide Koshika, 1991 .

ACTIVE-VARIABLE-STIFFNESS SYSTEM BASED ON INSTANTANEOUS OPTIMIZATION FOR SINGLE-DEGREE-OF-FREEDOM STRUCTURE

Yoshiki Ikeda, Takuji Kobori, 1992 .

Active tuned mass damper

Isao Nishimura, Norihide Koshika, Takuji Kobori, 1992 .