Naoyuki Fukuura

发表

TENSILE CHARACTERISTICS AND MODELING OF TENSION SOFTENING BEHAVIOR FOR ULTRA HIGH PERFORMANCE FIBER-REINFORCED CONCRETE

Yoshihiro Tanaka, Makoto Katagiri, Naoyuki Fukuura, 2005 .

RE-FORMULATION OF SPATIALLY AVERAGED RC CONSTITUTIVE MODEL WITH QUASI-ORTHOGONAL BI-DIRECTIONAL CRACKING

Koichi Maekawa, Naoyuki Fukuura, 1999 .

COMPUTATIONAL MODEL OF REINFORCING BAR UNDER REVERSED CYCLIC LOADING FOR RC NONLINEAR ANALYSIS

Koichi Maekawa, Naoyuki Fukuura, 1997 .

EXPERIMENTAL STUDY ON FLEXURE AND SHEAR BEHAVIOR OF ULTRA HIGH PERFORMANCE FIBER-REINFORCED CONCRETE

Yoshihiro Tanaka, Koichi Kano, Weijian Zhao, 2005 .

VERIFICATION OF THE SPATIALLY AVERAGED CONSTITUTIVE MODEL WITH MULTI-DIRECTIONAL CRACKS ON THE BEHAVIOR OF RC STRUCTURE

Koichi Maekawa, Naoyuki Fukuura, 1999 .

NUMERICAL EVALUATION ON FLEXURE AND SHEAR BEHAVIOR OF ULTRA HIGH PERFORMANCE FIBER-REINFORCED CONCRETE

Yoshihiro Tanaka, Koichi Kano, Naoyuki Fukuura, 2005 .

SPATIALLY AVERAGED CONSTITUTIVE LAW FOR RC IN-PLANE ELEMENTS WITH NON-ORTHOGONAL CRACKING AS FAR AS 4-WAY DIRECTIONS

Koichi Maekawa, Naoyuki Fukuura, 1999 .

Nonlinear Modeling of 3D Structural Reinforced Concrete and Seismic Performance Assessment

Koichi Maekawa, Naoyuki Fukuura, 2013 .

Path-Dependent High Cycle Fatigue Modeling of Joint Interfaces in Structural Concrete

Koichi Maekawa, Masoud Soltani, Naoyuki Fukuura, 2008 .

THREE-DIMENSIONAL IDENTIFICATION OF ACTIVE CRACK PLANE AND ENHANCED SPACE-AVERAGED CONSTITUTIVE MODELING

Koichi Maekawa, Naoyuki Fukuura, 2009 .