This paper presents a hybrid fire simulation method for civil structures in which a critical element subject to fire is experimentally tested while the remaining structural system is numerically analyzed simultaneously. The proposed method is different from previous approaches that it is fully validated with full-scale specimen subjected to high temperature and that it is automated displacement-controlled test with deformation error compensation. The two substructures (i.e. an experimental model and a numerical model) are integrated through network to enforce displacement compatibility and force equilibrium. Then, the developed simulation method is applied to a fire simulation of a steel moment resisting frame where one of the columns is assumed to be under temperature load following ISO834 fire curve. The results show that the proposed hybrid simulation method can replicate the numerical prediction, thus can be applied to 2 more challenging structural systems, such as the structural behaviour under fire load, which is computationally difficult using numerical models.

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While the construction of high-rise buildings has become popular in big cities, an average of over 15,000 structure fires in those buildings are being reported in the United States. Especially because the fire in a building can result in a failure or even the collapse of the structure, assessing its integrity during and after the fire is of importance. Thus, in this paper, a framework with temperature sensors using wireless communication technology has been proposed. Associated hardware and software are carefully chosen and developed to provide an easy and effective solution for measuring fire load on large-scale structures during a fire. With an autonomous measurement system enabled, the key functions of the framework have been validated in a fire testing laboratory, using a real-scale steel column subject to standard fire. Unlike existing solutions of wireless temperature networks, the proposed solution can provide the user definable sampling frequencies based on the surface temperature and the means to assess the load redistribution of the structure due to fire loading in real-time. The results of the study show the great potential of using the developed framework for monitoring fire in a structure, allowing more accurate estimations of fire load in the design criteria, and advancing fire safety engineering.

To guarantee evacuation time and prevent the spread of fire and the collapse of a building on fire, the main structure is designed based on the fire resistance construction, depending on the number of stories, the purpose, and the scale of the building. Further, the fire resistance construction plan is designed using prescriptive or performance methods. Domestic laws prescribe materials and recommend certain thickness of fire resistance constructions, without considering the fire-resistant performance time. Issues such as over-design or under-design and lack of consideration of the recent technological advancements in construction materials and techniques persist, as considerable time would have elapsed since the enactment of the law. Therefore, the purpose of this study is to make improved modifications to the Building Code for Fire resistance Construction prescribed in Article 3 of the current "Rules for the Standards of Escapes/ Fire-Proof Construction of Buildings and Others."