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LIMIT ANALYSIS OF BEAM-COLUMN CONNECTIONS (VIII-2) : Cruciform Connections of Wideflange Members Subjected to Strong-axis Bending and Thrust on Column
柱はり接合部の極限解析 (VIII-2) : 強軸曲げと柱方向に軸力を受ける十字形接合部
1970
Transactions of the Architectural Institute of Japan
柱はり接合部の極限解析 (VIII-2) : 強軸曲げと柱方向に軸力を受ける十字形接合部
Preserved Fulltext
ArchitecturalInstitute ofJapan U.D.C.624.07e.072.2:624,043 HM ra en \A ut1su th za ee 168 e・ vaM 45 # 2 A
doi:10.3130/aijsaxx.168.0_59
fatcat:7fjvjowjrnhgtno6yyzejxd4sy