Ryoichi Ohminami

发表

EXPERIMENTAL STUDY ON BUCKLING AND ULTIMATE STRENGTH OF CURVED GIRDERS SUBJECTED TO COMBINED LOADS OF BENDING AND SHEAR

Hiroshi Nakai, Toshiyuki Kitada, Ryoichi Ohminami, 1985 .

A STUDY ON ANALYSIS AND DESIGN OF WEB PLATE IN CURVED GIRDER BRIDGES SUBJECTED TO BENDING

Hiroshi Nakai, Tadashi Kawai, Toshiyuki Kitada, 1986 .

DESIGN FOR TRUSS PANEL POINTS OF THE HIGASHI-KOBE BRIDGE

Ryoichi Ohminami, Hidesada Kanaji, Masahiko Kitazawa, 1994 .

AN ELASTO-PLASTIC AND FINITE DISPLACEMENT ANALYSIS OF WEB PLATES FOR CURVED GIRDER BRIDGES BY USING ISOPARAMETRIC FINITE ELEMENT METHOD

Hiroshi Nakai, Toshiyuki Kitada, Ryoichi Ohminami, 1982 .

A PROPOSITION FOR DESIGNING INTERMEDIATE TRANSVERSE STIFFENERS IN WEB PLATE OF HORIZONTALLY CURVED GIRDERS

Hiroshi Nakai, Toshiyuki Kitada, Ryoichi Ohminami, 1985 .

QUAKE-PROOF QUALITY OF THE KOBE CRYSTAL TOWER BUILDING SHOWN BY THE SOUTH OF HYOGO PREFECTURE EARTHQUAKE

Ryoichi Ohminami, Yoshio Ohashi, Yoshitaka Sakamoto, 1995 .

INVESTIGATION OF THE BRITTLE FRACTURE AT THE CORNER OF P75 RIGID-FRAME PIER IN KOBE HARBOR HIGHWAY DURING THE HYOGOKEN-NANBU EARTHQUAKE

Chitoshi Miki, Ryoichi Ohminami, Kouji Michiba, 1998 .

Elasto-Plastic and Finite Displacement Analysis of Cable-Stayed Bridges

Hiroshi Nakai, Toshiyuki Kitada, Ryoichi Ohminami, 1985 .

EXPERIMENTAL STUDY ON BENDING STRENGTH OF WEB PLATE OF HORIZONTALLY CURVED GIRDER BRIDGES

Hiroshi Nakai, Toshiyuki Kitada, Ryoichi Ohminami, 1983 .