The design and quasi-static test of a 1/3 scale down the single-story partially-encased
composite structure of steel and concrete (PEC) column-steel beam 3D frame with endplate …

This paper presents a novel structural form of demountable beam-to-column composite
bolted joints that can be dismantled at the end of its service life. An experimental programme …

Modern construction necessitates eco-friendly structures that minimize carbon dioxide
emissions and are designed for easy disassembly, facilitating the reuse of structural …

The seismic performance of steel beam to concrete-encased composite column with
unsymmetrical steel section joints is investigated and reported within this paper …

Based on experimental data of composite beam-reinforced concrete column frames, a
corresponding finite element (FE) numerical model was established using the OpenSees. By …

为研究T 形配钢型钢混凝土柱-钢梁框架的抗震性能, 进行了1 榀3 层2 跨, 缩尺比例为1: 3
的框架试件拟静力试验, 了解其破坏形态, 滞回曲线和骨架曲线, 分析了试件的延性, 耗能能力 …

Composite-reinforced concrete/steel beams (CRCSB) have been commonly used due to the
ability of composite sections to carry high loads with minimal material. Despite the …

Four full-scale steel moment resisting frame (MRF) beam-column subassemblies with
different slab configurations, plus another without a slab, were experimentally tested under …

The seismic behavior of planar frames with concrete-filled T-section columns to steel beam
was experimentally and numerically studied. A finite element analysis (FEA) model was …

Abstract In EN 1994-1-1, design rules are given for the evaluation of the mechanical
properties of structural steel-concrete composite joints (rotational stiffness, resistance and …