In this paper, the behavior of connection between steel beam and concrete wall with embedded section steel were studied by pseudo-static test and numerical modelling.
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美
- 本文以?xún)嚷裥弯摶炷翂εc鋼梁連接節點(diǎn)為研究對象，完成了八個(gè)足尺節點(diǎn)試件(其中三個(gè)為剛性連接節點(diǎn)試件，五個(gè)為高強螺栓連接節點(diǎn)試件)的低周往復加載試驗，同時(shí)對節點(diǎn)試件進(jìn)行了單調加載情況下的數值模擬。
