K. Maruyama

Study on New Viscosity Agent for Combination Use Type of Self-Compacting Concrete

Sakata Noboru, Yanai Shuji, Yokozeki Kosuke, 2003 .

Effectiveness of Welded Wire Fabric as Shear Reinforcement in Pretensioned Prestressed Concrete T-Beams

Sami H. Rizkalla, Kyuichi Maruyama, S. Rizkalla, 1988 .

EVALUATION SYSTEMS OF SHEAR CAPACITY OF REINFORCED CONCRETE MEMBERS RETROFITTED WITH CARBON FIBER REINFORCED POLYMER SHEETS IN CONSIDERATION OF BOND-PEELING CHARACTERISTICS

K. Maruyama, T. Shimomura, A. Kamiharako, 1999 .

A STUDY ON EVALUATION METHOD FOR SHEAR CAPACITY OF RC MEMBER RETROFITTED WITH EXTERNALLY-BONDED CONTINUOUS FIBER SHEET

K. Maruyama, T. Shimomura, A. Kamiharako, 2000 .

JSCE RECOMMENDATIONS FOR UPGRADING OF CONCRETE STRUCTURES WITH USE OF CONTINUOUS FIBER SHEETS

Tamon Ueda, T. Ueda, K. Maruyama, 2001 .

Evaluation of Tsunami Force Acting on Bridge Girders

Taro Arikawa, Kenji Kosa, Tomoaki Nakamura, 2013, SP-313 Proceedings of the First ACI & JCI Joint Seminar: Design of Concrete Structures Against Earthquake and Tsunami Damage.

RECOMMENDATION FOR DESIGN AND CONSTRUCTION OF CONCRETE STRUCTURES USING CONTINUOUS FIBER REINFORCING MATERIALS (DESIGN)

Hiroshi Shima, Hidetaka Umehara, Ayaho Miyamoto, 1997 .

BASIC PROPERTIES OF VISCOSITY AGENT WELAN GUM AND EFFECTS ON SELF-CONSOLIDATING PROPERTY OF FRESH CONCRETE

Sakata Noboru, K. Maruyama, Masayosi Minami, 1996 .

EVALUATION OF FLEXURAL CRACK WIDTH AND DEFLECTION OF CONTINUOUS FIBER REINFORCED CONCRETE BEAMS

Kyuichi Maruyama, Weijian Zhao, K. Maruyama, 1998 .

Uncertainty in the strength of materials and structures

Kiyohiro Ikeda, Kazuo Murota, K. Maruyama, 1998 .

Reevaluation of Present Equations for Flexural Crack Width of RC Beams.

Kyuichi Maruyama, Weijian Zhao, K. Maruyama, 1994 .

A STUDY OF PROPOSED DESIGN EQUATION FOR THE SHEAR STRENGTH OF R/C BEAMS SUBJECTED TO AXIAL TENSION

T. Hara, K. Maruyama, T. Tamura, 1995 .