JOURNAL OF MATERIALS, CONCRETE STRUCTURES
AND PAVEMENTS
No.704/V-55 May 2002
[CONTENTS]
Papers (in English)
- Numerical Analysis on Interfacial Fracture Mechanism of Externally
FRP-Strengthened Structural Members
…Zhishen WU and Jun YIN.............................257
- BEM Analysis of Mixed-Mode Crack Propagation due to Corrosion
of Reinforcement in Concrete
…Farid UDDIN A.K.M. and Masayasu OHTSU.............................271
Papers (In Japanese)
- Calculation Method of Life Cycle Cost to Reinforced Concrete
Structures Deteriorated with Salt Attack
…Takamitsu IBA, Manabu MATSUSHIMA, Hiroshi SEKI and Hideo
KAWADA.............................1
- The Influence of Storage at Very Low Temperatures on the
Deterioration of Concrete
…Sang-Mook HAN, Ichiro IWAKI and Takashi MIURA.............................13
- Physical Properties of Steel-Fiber Guss-Asphalt for Steel
Deck Pavement
…Takaharu NISHIKAWA, Kazuhiko NISHIDA and Tatuaki NISHIGATA.............................27
- Dynamic Properties and Its Constitutive Model of Steel Fiber
Reinforced High-Strength Mortar under Triaxial Rapid Compressive
Loads
…Kazunori FUJIKAKE, Kazuhiko TSUDA, Tomonori OHNO, Yoshihide
SHIMOYAMA and Makoto KATAGIRI.............................37
- Performance-Based Evaluation on the Durability of Concrete
Piers in Sin-Kitakyusyu Airport Bridge due to Salt Attack
…Hiromichi MATSUSHITA, Masayasu OHTSU, Yuichi TOMODA, Koji
TAKEWAKA, Masashi SOEDA and Masayoshi MURATA.............................55
- Quantitative Nondestructive Evaluation of Defects in Concrete
Surface Layer by Impact Acoustics Methods
…Toshiro KAMADA, Masanori ASANO, Minoru KUNIEDA and Keitetsu
ROKUGO.............................65
- Multi-Component Model for Portland Cement Hydration Reaction
Using Cellular-Automata Algorithm
…Agus Santosa SUDJONO and Hiroshi SEKI.............................81
- The Dynamic Characteristics of Bridge Piers Designed by Four
Major Seismic Design Codes
…Hiromasa KIMATA, Kongkeo PHAMAVANH and Tada-aki TANABE.............................101
- Experimental Study on Permanent Deformation of Base Course
Surface in Concrete Pavement
…Yasushi TAKEUCHI, Masashi KOYANAGAWA, Tatsuo NISHIZAWA, Etsuro
NODA and Kazuyuki KUBO.............................117
- Mechanical Behavior of RC Columns Damaged by Alkali-Silica
Reaction and Proposal of Strengthening Method
…Mitsuyasu IWANAMI, Hiroshi YOKOTA, Kazutoshi OKUYAMA and
Kazuyuki TORII.............................129
- Influence of the Wettability and Angle or Form on the Characteristics
of Surface Voids in Self-Compacting Concrete
…Kazuo ICHIMIYA, Takashi IDEMITSU and Takehiro YAMASAKI.............................143
- Numerical Evaluation for Seismic Performance of Reinforced
Concrete Bridge Piers Using Dynamic Lattice Model
…Tomohiro MIKI, Junichiro NIWA and Manakan LERTSAMATTIYAKUL.............................151
- Pore Solution Composition of Hardened Cement Paste Made from
Municipal Solid Wastes
…Kenji KAWAI, Ken-ichi MATSUMOTO, Ei-ichi TAZAWA and Shigeru
YOKOYAMA.............................163
- Features of Characteristic Microstructure and Their Effects
on Restrained Autogenous Shrinkage Behavior in High Strength
Concretes at Early Ages
…Shin-ichi IGARASHI, Mitsunori KAWAMURA and Takashi MORISHITA.............................173
- Freezing and Thawing Durability of Early-Age Concrete
…Yasuhiko YAMAMOTO, Atsushi TAKEDA and Tomozou CHOUAI.............................187
- Study on Structural Characteristics of Prestressed Concrete
Deck Bridge Supported from Below by Cables
…Shinichi KONDOH, Yasuo KAJIKAWA and Kenichi MAEDA.............................201
- Analytical Study on Sliding Shear Failure of RC Panels Using
Rigid-Body-Spring Models
…Shigehiko SAITO, Hikaru NAKAMURA and Takeshi HIGAI.............................219
- Study on the Design and Utilization of a New Type Culvert
Method Using RCC
…Hiroshi YAMAMOTO and Koichi ONO.............................235
Technical Note (In Japanese)
- The Comparison of RCD Concrete and Slump Dam Concrete: The
Effect of the Ratio of Fine Powders
…Satoru SHIRAMURA and Noriyuki SUZUKI.............................251
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