Japan
Abstract
Abstract
1. EFFECT OF ASSEMBLY TYPES ON BOLTED CONNECTION STRENGTH CONSIST OF BUILT-UP ANGLE MEMBERS UNDER MONOTONIC TENSILE FORCE
Hideo HAIKATA, Kikuo IKARASHI, Kazuya MITSUI
2. EFFECT OF LOADING PROTOCOL ON HYSTERETIC RESPONSE AND STIFFNESS DETERIORATION OF STEEL HOLLOW STRUCTURAL SECTION COLUMNS
Itsuki MATSUMOTO, Kazuya MITSUI, Kikuo IKARASHI
3. EVALUATION OF STRUCTURAL PERFORMANCE ON H-SHAPED BEAM COLUMN UNDER COMBINED LOADING CONDITION
Soya NAKATSUKA, Atsushi SATO
4. A STUDY ON BUCKLING STRENGTH OF REINFORCED ANGLE STEEL POST IN TRANSMISSION TOWERS
Shunichi TAKAGI, Atsushi SATO
5. SUBSTANTIAL PCA CONVERSION AND JAPAN'S FIRST APPLICATION OF BRIGHTLY COLORED CONCRETE FOR ACHIEVING A DECARBONIZED SOCIETY
DESIGN AND CONSTRUCTION OF YODOKO SAKURASTADIUM
Tomonori SHIBUTANI, Yasuhiko YAMASHITA, Kinya TAGAKI, Souichirou KUSHIMA, Yuuki MURAKAMI, and Yoshiyuki NAKASONE
6. DESIGN AND CONSTRUCTION OF RC SPIDER WEB FRAME SURROUNDED BY ORGANIC SHAPED WALL
Satoshi Kawamura
7. NUMERICAL INVESTIGATION ON FLEXURAL BUCKLING STRENGTH OF H-SECTION COLUMNS CONSISTING OF ULTRA-HIGH STRENGTH STEEL FLANGE AND NORMAL STRENGTH STEEL WEB
Shotaro HAYAKASHI, Hayato ASADA, and Kenzo TAGA
8. Flexural capacity at pile head interface
Himeka KAWANO, Subedi Naresh, Susumu KONO, Taku OBARA, Katsumi KOBAYASHI, Yasuhiro GUNJI, Takeshi FUKUDA
9. UNIAXIAL COMPRESSIVE CAPACITY OF HIGH-STRENGTH CIRCULAR HOLLOW PRECAST CONCRETE-FILLED STEEL TUBE
Clarissa JASINDA, Susumu KONO, Taku OBARA, and Hiroshi HATTA
10. BI-DIRECTIONAL LOADING TESTS ON RC SHEAR WALLS SUBJECTED TO VARYING AXIAL LOAD
Ryo YAMADA, Masanori TANI, Minehiro NISHIYAMA
11. CYCLIC LOADING TESTS ON PRE-DAMAGED RC COLUMNS STRENGTHENED WITH UFC PANELS
Sua LIM, Masanori TANI, Tomohisa MUKAI, Hidekazu WATANABE, Taku ISHIOKA, Masayoshi KOMIYAMA, Tsubasa HATTORI, and Daisuke MATSUMOTO