131 results on '"Inayama, Masahiro"'
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2. Prediction of strength and stiffness of concentrated compressive load applied to the narrow face of cross-laminated timber
3. Experimental study of compressive properties parallel to grain of glulam
4. Study on the strength of glued laminated timber beams with round holes: proposal of the design formula for the splitting strength
5. STUDY ON MOMENT RESISTING JOINT FOR CROSS LAMINATED TIMBER COMPOSED BY STEEL DOWELS AND C-SHAPED SLOTTED STEEL PLATE
6. Study on the strength of glued laminated timber beams with round holes: difference in structural performance between homogeneous-grade and heterogeneous-grade timber
7. Experimental study on partial compression parallel to grain of solid timber
8. Estimation of the perpendicular-to-the-grain tensile strength of Scots pine glued laminated timber via three-point bending tests
9. STUDY ON STRENGTH OF GLUED LAMINATED TIMBER BEAMS WITH TWO ROUND HOLES
10. 桑村仁氏の討論に対する回答
11. Reinforcing effect of hardwoods on the moment resistance performance of traditional Japanese “nuki”-column joints
12. RESEARCH OF PARALLEL CHORD TRUSSES WITH DIFFERENT ANGLES OF DIAGONALS USING RESIDENTIAL TIMBER
13. STUDY ON ASSURANCE DESIGN METHOD OF CONNECTIONS AT THE BOTTOM OF COLUMNS IN WOODEN WALL STRUCTURE (PART 3): VALIDATION OF THE CALCULATION METHOD OF DESIGN STRESS OF CONNECTION
14. COMPRESSIVE STIFFNESS PARALLEL TO GRAIN IN TIMBER
15. Method of determining the exponent in the formula to predict yielding and maximum capacity under combined stress for bending moment‐resisting joints with drift‐pins
16. STUDY ON OUT-OF-PLANE BENDING BEHAVIOR OF COUPLED GLULAM FRAME WITH HIGH JOINT PROPERTIES ON THE END
17. EVALUATION OF STIFFNESS PARALLEL TO GRAIN OF WOOD BASED ON STRONGEST LINK MODEL
18. STUDY ON ASSURANCE DESIGN METHOD OF CONNECTIONS AT THE BOTTOM OF COLUMNS IN WOODEN WALL STRUCTURE (PART 2): PROPOSAL OF A CLASSIFICATION METHOD OF CONNECTION AND A CALCULATION METHOD OF ROCKING BEHAVIOR
19. Method of determining the exponent in the formula to predict yielding and maximum capacity under combined stress for bending moment‐resisting joints with drift‐pins.
20. STUDY ON ASSURANCE DESIGN METHOD OF CONNECTIONS AT THE BOTTOM OF COLUMNS IN WOODEN WALL STRUCTURE (PART 1): PROPOSAL OF DESIGN FLOW FOR CONNECTIONS AND EXPERIMENTAL AND ANALYTICAL STUDY ON THE MODELING OF VERTICAL STRUCTURAL PLANE
21. Prediction of strength and stiffness of concentrated compressive load applied to the narrow face of cross-laminated timber
22. Mechanism of Withdrawal Resistance of Screws Embedded Perpendicular to Grain and Evaluation Method of Withdrawal Strength
23. DETAILED VERIFICATION ON THE PERFORMANCE OF NAILED JOINTS IN THE PANEL SHEATHED SHEAR WALL
24. FUNDAMENTAL STUDY ON MEASUREMENT AND CALCULATION METHOD OF EMBEDDING STRENGTH FOR WOOD STRUCTURAL SCREW
25. Study on Stress Concentration and Strain Distribution in the Two Rail Shear Method for Plywood and MDF.
26. EXPERIMENTAL VERIFICATION OF NEW STRUCTURAL DESIGN METHOD OF NAIL-LAMINATED TIMBER FOR DOMESTIC USE
27. DEVELOPMENT OF ENERGY DISSIPATION DEVICES USING BENDING PERFORMANCE OF WOOD FOR STIFFENING OF STEEL PLATE AND APPLICATION TO BUILDING
28. Study of Single Shear Performance of Nailed Joints for Structural Utilization of MDF II.
29. EXPERIMENTAL STUDY ON THE RACKING PERFORMANCE OF THE WOODEN SHEAR WALL WITH CROSSED BRACES VARIED WITH WALL HEIGHT AND STEP
30. DEVELOPMENT AND VERIFICATION OF ANALYTICAL METHOD USING FEM FOR STRUCTURAL DESIGN TO MODEL OUT OF PLANE BENDING BEHAVIOR OF TWO-WAY FLAT SLAB USING CLT
31. DEVELOPMENT OF LONG SPANNED BOX BEAM BASED ON POST - AND - BEAM CONSTRUCTION
32. Partial Compressive Properties of Cross Laminated Timber I.
33. STUDY ON STRENGTH OF GLUED LAMINATED TIMBER BEAMS WITH ROUND HOLES
34. Study on the Single Shear Performance of Nailed Joints for Structural Utilization of MDF I.
35. VALIDATION OF BENDING PERFORMANCE OF STRESSED-SKIN PANELS COMPOSED OF STANDARD TIMBER
36. EXPERIMENTAL STUDY ON A SHEAR WALL COMPOSED OF A STRESSED SKIN PANEL WITH LATTICE SHAPED WEBS
37. THE ESTIMATION OF EARTHQUAKE RESPONSE OF TRADITIONAL TIMBER STRUCTURE WITH BASE SLIP BEHAVIOUR
38. AN EXPERIMENTAL STUDY ON SHEAR LENGTH AND FRACTURE FEATURES OF TENSILE BOLT OF GLUED LAMINATED TIMBER FRAME JOINTS
39. Development of LVL frame structures using glued metal plate joints II: strength properties and failure behavior under lateral loading
40. RESEARCH ON PRODUCTION SYSTEM OF MIDDLE OR LARGE SCALE TIMBER CONSTRUCTION BASED ON POST AND BEAM STRUCTURE
41. The effect of yield and failure at the corners of the specimen on strain distribution and strain direction under in-plane shear test of wood-based structural panels specified in ASTM D2719.
42. Fundamental Research of an Evaluation Method of Splitting Failure in Timber III.
43. DEVELOPMENT OF HIGH STRENGTH DIAPHRAGM WITH PLYWOOD OF MATING CONNECTION
44. EXPERIMENTAL STUDY ON TENSILE JOINT OF RECTANGULAR SECTION BEAM USING SAWING TIMBER AND LAMINATED TIMBER
45. DEVELOPMENT ON EVALUATION OF MOMENT RESISTANCE PERFORMANCE FOR GIR JOINT SYSTEM UNDER AXIAL FORCE, AND APPLICATION TO DESIGN EXAMPLE
46. STUDY ON PULL-OUT RESISTANCE MECHANISM OF LAGSCREWBOLT JOINT EMBEDDED IN PARALLEL TO THE GRAIN OF GLUED LAMINATED TIMBER
47. PROPOSAL AND VERIFICATION OF CALCULATION METHOD FOR PULL-OUT PERFORMANCE ON LAGSCREWBOLT JOINT EMBEDDED IN PARALLEL TO THE GRAIN OF GLUED LAMINATED TIMBER
48. COMPARISON OF THE TEST AND ANALYSIS OF MOMENT-RESISTING JOINT
49. BENDING PERFORMANCE OF TRADITIONAL SHEAR KEYED COLUMN TO BEAM JOINTS
50. STUDY ON JOINT DUCTILITY ASSURANCE DESIGN OF GLUED LAMINATED TIMBER FRAME WITH TENSILE BOLT TYPE JOINT
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