Test on extended end - plate with end - plate stiffer beam - to - column connection 帶端板加勁肋的外伸端板連接的梁柱節(jié)點試驗
Analysis on prying force of semi - rigid beam - to - column connections in steel structure 鋼框架梁柱螺栓連接的杠桿力分析
Calculational method of shear deformation for beam - to - column connection panel zone in steel frames 鋼結(jié)構(gòu)梁柱連接節(jié)點域剪切變形計算方法
( 2 ) the experiments of 8 full size cold - formed thin - walled c steel beam - to - column connections with self - drilling screws connecting ( 2 ) 8個足尺自攻螺釘連接的冷彎薄壁c型鋼梁柱節(jié)點的試驗。
Moreover , whether beam - to - column connections are good or not , it is a key of realizing structural intensity and ductility 而鋼框架結(jié)構(gòu)梁柱節(jié)點連接的好壞則是實現(xiàn)結(jié)構(gòu)強度與延性的關(guān)鍵。