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Minoru Makino

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Publication

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Transactions of the Architectural Institute of Japan | 1980

AN INVESTIGATION FOR DESIGN OF COMPOSITE STRUCTURES

Minoru Makino; Yoshiaki Kurobane; Chiaki Matsui; Motoo Saisho; Keizo Yoshinaga; Akio Kawano

Transactions of the Architectural Institute of Japan | 1980

POST LOCAL BUCKLING BEHAVIOR OF STEEL BEAM-COLUMNS : Part 4 Plastic Rotation Capacity

Minoru Makino; Chiaki Matsui; Isao Mitani

Transactions of the Architectural Institute of Japan | 1980

POST LOCAL BUCKLING BEHAVIOR OF STEEL BEAM-COLUMNS : Part 3 Correlation of Inelastic Behavior between Cyclic and Monotonic Loading, And Energy Absorption Capacity

Minoru Makino; Chiaki Matsui; Isao Mitani

Transactions of the Architectural Institute of Japan | 1979

POST LOCAL BUCKLING BEHAVIOR OF STEEL BEAM-COLUMNS : Part 1 Test Program and Test Results

Minoru Makino; Chiaki Matsui; Isao Mitani

Transactions of the Architectural Institute of Japan | 1979

POST LOCAL BUCKLING BEHAVIOR OF STEEL BEAM-COLUMNS : Part 2 Load-Deformation Curves

Minoru Makino; Chiaki Matsui; Isao Mitani

Transactions of the Architectural Institute of Japan | 1978

EXTREME VALUE DISTRIBUTIONS OF EARTHQUAKE GROUND MOTION OBTAINED BY THE POISSON PROCESS. PART 2. : On the Expectancy Map of Maximum Velocity Amplitudes at the Bed Rock throught Japan

Minoru Makino; Kazuo Matsumura

Transactions of the Architectural Institute of Japan | 1976

ON THE NONLINEAR STIFFNESS MATRIX FOR A BEAM ELEMENT INCLUDING OF SHEAR DEFLECTION

Minoru Makino; Akio Kawano

Transactions of the Architectural Institute of Japan | 1976

ALIGNMENT CHARTS FOR THE EFFECTIVE LENGTH FACTOR IN A FRAMED COLUMN INCLUDING SHEAR DEFORMATION

Minoru Makino; Akio Kawano

Transactions of the Architectural Institute of Japan | 1971

STRESS ANALYSIS TECHNIQUE OF REINFORCED CONCRETE PANELED STRUCTURES

Minoru Makino

Transactions of the Architectural Institute of Japan | 1966

軸力と 2 方向の主軸に曲げをうける H 形鋼の全塑性モーメント

Minoru Makino

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Yorihiko Ohsaki

Ministry of Construction

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Yoshiaki Kurobane

Kumamoto University

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