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This paper reviews the state-of-the-art and –practice on various methodologies developed to control the wind-induced vibration of tall buildings. Tall buildings experience wind-induced vibration in the along- and across-wind directions depending on the wind direction, building shape, height, and structural properties. It is possible to control the wind response of buildings through passive, active, and semi-active systems. Damping systems, which are widely used to reduce the structural vibrations, are reviewed, and their performance in alleviating the building vibration is discussed. It was found that the application of conventional dampers needs to be reassessed to ensure their efficiency in dissipating the energy, especially caused by wind loads. Specific attention has been given to the aerodynamic modification of building shapes considering their effectiveness and high popularity within the wind engineering community. A comprehensive review of the existing wind tunnel experiment and Computational Fluid Dynamics (CFD) studies are conducted here to present the past and recent achievements on the response mitigation of tall buildings. A comparative study on the performance of different systems has been provided that can provide a commencing point for future studies. The existing challenges and their solutions are explained, and suggestions for future studies are proposed. It is expected that the information provided in this paper will facilitate further research in the area of wind-induced vibration mitigation approaches of tall buildings. 

Structural Insulated Panels (SIPs), which consist of a composite of an insulating polymer foam sandwiched between two layers of structural skins, are widely used in residential and commercial buildings. Such panels, in the regions prone to hurricanes and tornadoes, are often exposed to the risk of windborne debris impact. Despite the consequences associated with damage to SIPs, the studies on their perforation resistance and design variables have been rather limited. To address this gap, the current study develops a computational framework to assess the vulnerability of the SIPs of various configurations subjected to a range of windborne debris impact scenarios. For this purpose, impact simulations are conducted to quantify the response and evaluate the extent of damage to the SIPs. The study is further extended to evaluate the effect of various structural details and material properties on the perforation resistance of the SIPs. Based on the simulation results, a set of vulnerability curves are developed for the first time to capture the risk of failure of the SIPs under the windborne debris hazard. This is expected to improve the design of this important category of wall panels, especially to ensure their safety and performance during severe windstorms. 

A number of studies have been performed to understand the lateral load carrying capacity of wood frame shear walls. The existing studies, however, have been primarily focused on the intact shear walls, disregarding the possibility of capacity loss due to prior extreme loading events. During windstorms, in particular, windborne debris is the leading cause of damage and destruction. While the impact force induced by windborne debris can directly damage a shear wall, the consequences can become disastrous, as the prior damage adversely affects the in-plane lateral load carrying capacity of the shear wall. This critical aspect motivated the current study to investigate the impact and post-impact performance of wood frame shear walls. For this purpose, a high-fidelity computational framework capable of characterizing both types of damage is developed. Further to providing an in-depth understanding of the process of damage formation and propagation, this study examines how a range of impact scenarios and wall design factors influence the extent of damage that the wood frame shear walls experience in a windstorm. The outcome of this study is then employed to introduce a capacity loss index for the multi-hazard design and assessment of wood frame (and other similar) shear walls in the regions prone to severe windstorms.