Journal of Structural and Construction Engineering (Transactions of AIJ)

JournalCitation impact & published research

Journal of Structural and Construction Engineering (Transactions of AIJ) is a journal indexed in ScholarIQ from OpenAlex. ScholarIQ records 11,527 works, 23,707 citations and an h-index of 31.

11,527

Works

23,707

Citations

h-index

IDs:OpenAlex

What are the most-cited papers on Journal of Structural and Construction Engineering (Transactions of AIJ)?

ScholarIQmost cited works

EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF WELDED BEAM-TO-COLUMN CONNECTION WITH WELD DEFECTS

Tadao NAKAGOMI, Kazunori Hattori, Y. Ichikawa, Kou Matoba, Mamoru IWATA

Journal of Structural and Construction Engineering (Transactions of AIJ). 20028 CitationsOPEN ACCESS

EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF WELDED DRILLED FLANGE BEAM-TO-COLUMN JOINTS ON SITE

Kazunori Hattori, Tadao NAKAGOMI, Y. Ichikawa

Journal of Structural and Construction Engineering (Transactions of AIJ). 20046 CitationsOPEN ACCESS

METHOD OF MANAGING STRENGTH OF WELD METAL AND WELDING CONDITION IN ARCHITECTURAL STEEL FRAME

Tadao NAKAGOMI, Kazunori Hattori

Journal of Structural and Construction Engineering (Transactions of AIJ). 20062 CitationsOPEN ACCESS

STUDY ON DEFORMATION CAPACITY OF SITE WELDING BEAM-TO-COLUMNS JOINTS WITH THE METHOD OF DRILLED FLANGE

Masanao MIYAWAKI, Tadao NAKAGOMI, Yoshihiro Sakino, Kazunori Hattori, Kazuma TOBORI

Journal of Structural and Construction Engineering (Transactions of AIJ). 20091 CitationsOPEN ACCESS

THREE POINT BENDING TEST OF COLD FORMED SHS COLUMN TO THROUGH DIAPHRAGM WELDING CONNECTION USING 25 DEGREE NARROW GROOVE

Kazunori Hattori, Susumu Minami, Tadao NAKAGOMI, Isao Nishiyama

Journal of Structural and Construction Engineering (Transactions of AIJ). 20151 CitationsOPEN ACCESS

Related on ScholarIQ

EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF WELDED BEAM-TO-COLUMN CONNECTION WITH WELD DEFECTS

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EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF WELDED DRILLED FLANGE BEAM-TO-COLUMN JOINTS ON SITE

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METHOD OF MANAGING STRENGTH OF WELD METAL AND WELDING CONDITION IN ARCHITECTURAL STEEL FRAME

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STUDY ON DEFORMATION CAPACITY OF SITE WELDING BEAM-TO-COLUMNS JOINTS WITH THE METHOD OF DRILLED FLANGE

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THREE POINT BENDING TEST OF COLD FORMED SHS COLUMN TO THROUGH DIAPHRAGM WELDING CONNECTION USING 25 DEGREE NARROW GROOVE

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STUDY ON DEFORMATION CAPACITY OF SHOP AND SITE WELDING BEAM- TO-COLUMN JOINTS WITH WELD DEFECT

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