Transactions of the Architectural Institute of Japan

Title Publication Date Language Citations
THE RELATIONS BETWEEN THE DEFORMED ANGLE AND THE SHEARING FORCE RATIO (0.80〜1.00) WITH REGARD TO 200 SHEAR WALLS1968/01/01English5
APPLICATION OF GRAPH THEORY ON ARCHITECTURAL PLANNING : Part 1 Basic analysis1983/01/01English5
AMPLIFICATION CHARACTERISTICS OF THE GROUND AND SPECTRAL CHARACTERISTICS OF EARTHQUAKE MOTIONS ON THE SEISMIC BEDROCK INFERRED FROM SPECTRAL CHARACTERISTICS OF EARTHQUAKE MOTIONS OBSERVED ON THE GROUND SURFACE1976/01/01English5
A BASIC STUDY OF FIRE SPREAD FORMULA (LOGISTIC CURVE) OF WOODEN BUILDING BY FINITE DIFFERENCE GRAPHICAL METHOD1983/01/01English5
EXPERIMENTAL STUDY ON ENERGY ABSORPTION CAPACITY OF COLUMNS OF LOW STFFL STRUCTURES : Part 1. Energy Absorption Capacity of H-Shaped Steel Columns Subjected to Monotonic Loading and Cyclic Loading with Constant Deflection Amplitudes1979/01/01English5
L'ANALYSE MORPHOLOGIQUE DES IMMEUBLES ET DES ILOTS PARISIENS PAR LE "PRINCIPE DE COMBINAISON DE MA"1984/01/01English5
PUSH-OUT TESTS ON STUD CONNECTORS EMBEDDED IN CONCRETE SLABS WITH OR WITHOUT CELLULAR STEEL DECKS1979/01/01English5
ANALYSIS OF ELASTIC BUCKLING PROBLEM BY ARC LENGTH METHOD : (Part 2) The Arc Length Method for Actual Numerical Analysis1976/01/01English5
STUDY ON THE SLIPPERINESS OF BUILDING FLOORS AND IT'S EVALUATING METHOD : Part 1 Methodology of study and the scaling of human sense on slipperiness1982/01/01English5
SHEAR STRENGTH AND BEHAVIOR OF REINFORCED AUTOCLAVED LIGHTWEIGHT CELLULAR CONCRETE MEMBERS : Study on strength and behavior of reinforced autoclaved lightweight cellular concrete members, Part 21984/01/01English5
RESEARCH FOR THE STRUCTURE OF CHILDRENS PLAY ENVIRONMENTS : Space logic of the play environment1981/01/01English5
PRIMARY CREEP OF STRUCTURAL STEEL (SM 58Q) AT HIGH TEMPERATURES1982/01/01English5
THE METHOD OF ELASTO-PLASTIC ANALYSIS FOR LATERALLY LOADED PILE GROUPS : Part 1 Plastic soil resistance1982/01/01English5
ANALYSIS OF CABLE NETS IN MIXED FORMULATION : Part II-Rigoros Solution of the Geometrically Nonlinear Problems1974/01/01English5
NUMERICAL ANALYSIS OF LATERAL BUCKLING STRENGTH OF H-SHAPED STEEL BEAMS SUBJECTED TO END MOMENTS AND UNIFORMLY DISTRIBUTED LOAD1973/01/01English5
"OKURE"(DELAY) AND "ZURE" (DISCREPANCY) OF BUILT-UP PROCESS IN LAND READJUSTMENT AREA1982/01/01English5
NON-LINEAR EARTHQUAKE RESPONSE ANALYSIS OF STRUCTURES BY A COMPUTER-ACTUATOR ON-LINE SYSTEM Part III : Reponse Analyses of 1-Bay 2-Story Steel Frames1980/01/01English5
ANALYSIS OF A LATERALLY LOADED PIPE WITH NON-LINEAR SUBGRADE REACTION1979/01/01English5
STRENGTH AND HYSTERETIC CHARACTERISTICS OF STEEL-REINFORCED CONCRETE COLUMNS (PART II)1977/01/01English5
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 Connections1980/01/01English5
THE STRUCTURE OF IMAGE IN THE CENTRAL DISTRICTS (Part I)1975/01/01English5
DAMAGE DISTRIBUTION LAW OF SHEAR-TYPE MULTI-STORY STRUCTURES UNDER EARTHQUAKES1978/01/01English5
INVESTIGATION OF STATISTICAL CHARACTERISTICS OF WIND AT GROUND LEVEL AND CRITERIA FOR ASSESSING WIND-INDUCED DISCOMFORT : Part III Criteria for assessing wind-induced discomfort1983/01/01English5
EXPERIMENTAL STUDY ON TENSION-TYPE HIGH STRENGTH BOLTED CONNECTION : No.2 PRYING ACTION1968/01/01English5
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 Connections1980/01/01English5
CREEP BUCKLING OF STEEL COLUMNS AT HIGH TEMPERATURES : Part I Development of Creep Buckling Test Apparatus1984/01/01English5
HYSTERETIC CHARACTERISTICS OF STEEL BARACED FRAMES : Part 1, The Behaviors of Bracing Members under Cyclic Axial Forces1972/01/01English5
THE CRITERIA TO MOTIONS IN TALL BUILDING : (Part 1) Factors Affecting Human Perception and Tolerance of Motion1975/01/01English5
AGE COMPOSITION OF THE INHABITANTS IN THE RESIDENTAL AREA1966/01/01English4
STUDIES ON ELASTO-PLASTIC BEHAVIOR OF REINFORCED CONCRETE BEAMS WITH SPANDREL WALLS : Part-2・Discussions on stiffness and ultimate flexure strength1973/01/01English4