1,131 publications from this institution
<p>All Supplementary Methods and associated references</p>
This paper explores the important roles of concrete filled steel tube (CFST) columns and inter-module connections on the structural robustness of composite modular buildings. Various numerical models were developed for concrete filled steel tube (CFST) columns, semi-rigid frames, and conventional steel buildings under column removal scenarios to verify the validation of the present study. A numerical model of a 10-storey composite modular building was then developed, in which conventional hollow steel section columns were replaced by CFST columns to improve resistance against buckling of columns. To examine the behavior and force transmission mechanism of composite modular buildings under various module removal situations, nonlinear dynamic and nonlinear static pushover analyses was conducted. The introduction of CFST columns provided resistance against buckling of columns under high axial forces. It was observed that a pin-joint inter-module connection approach is a conservative approach to model the connections between modules. It was discovered that the dynamic amplification factor (DAF) recommended by the general service administration (GSA) for the nonlinear static analysis overestimates the displacement response of the modular building structure under module loss situations. The modular building was deemed safe against progressive collapse without excessive failure of the component members. However, progressive failure of the modular building under corner module removal scenario was observed in pushover analysis due to shear failure of horizontal inter-module connections. It was observed that the corner module removal scenario is more critical as compared to the column removal scenario for modular buildings. Based on the location of module removal, the DAF values of 1.65 and 1.2 were recommended for corner module removal and internal and edge module removal, respectively.
Structural steel frames exhibit significantly geometric and material nonlinearities which can be captured using the second-order inelastic analysis, also known as advanced analysis. Current specifications of most modern steel design codes, e.g. American code AISC360, European code EC3, Chinese code GB50017 and Australian code AS4100 permit the use of advanced analysis methods for the direct design of steel structures to avoid tedious member capacity checks. In the past three decades, a huge number of advanced analysis and modeling methods have been developed to predict the behavior of steel and composite frames. This paper presents a comprehensive review of their developments, which focus on beam-column elements with close attention to the way to capture geometric and material nonlinearity effects. A brief outline of analysis methods and analysis tools for frames was presented in the initial part of the paper. This was followed by a discussion on the development of displacement-based, force-based and mixed beam elements with distributed plasticity and concentrated plasticity models. The modeling of frames subjected to fire and explosion was also discussed. Finally, a review of the beam-column models for composite structures including concrete-filled steel tubular (CFST) columns, composite beams and composite frames was presented.
In this paper, a conventional refined plastic hinge analysis is improved to account for the effects of local buckling and lateral-torsional buckling. The degradation of flexural strength caused by these effects is implicitly considered using practical LRFD equation. The second-order effect is captured using stability functions to minimize modeling and solution time. An incremental-iterative scheme based on the generalized displacement control method is employed to solve the nonlinear equilibrium equations. A computer program is developed to predict the second-order inelastic behavior of space steel frames. To verify the accuracy and efficiency of the proposed program, the obtained results are compared with the existing results and those generated using the commercial finite element package ABAQUS. It can be concluded that the proposed program proves to be a reliable and effective tool for daily use in engineering design.