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Performance-based seismic design of flexible-base multi-storey buildings considering soil–structure interaction (2015)
Journal Article
Lu, Y., Hajirasouliha, I., & Marshall, A. M. (2016). Performance-based seismic design of flexible-base multi-storey buildings considering soil–structure interaction. Engineering Structures, 108, 90-103. https://doi.org/10.1016/j.engstruct.2015.11.031

A comprehensive parametric study has been carried out to investigate the seismic performance of multi-storey shear buildings considering soil–structure interaction (SSI). More than 40,000 SDOF and MDOF models are designed based on different lateral s... Read More about Performance-based seismic design of flexible-base multi-storey buildings considering soil–structure interaction.

A simplified Nonlinear Sway-Rocking model for evaluation of seismic response of structures on shallow foundations (2015)
Journal Article
Lu, Y., Marshall, A. M., & Hajirasouliha, I. (2016). A simplified Nonlinear Sway-Rocking model for evaluation of seismic response of structures on shallow foundations. Soil Dynamics and Earthquake Engineering, 81, 14-26. https://doi.org/10.1016/j.soildyn.2015.11.002

This paper presents a simplified Nonlinear Sway-Rocking model as a preliminary design tool for seismic soil-structure interaction analysis. The proposed model is intended to capture the nonlinear load-displacement response of shallow foundations duri... Read More about A simplified Nonlinear Sway-Rocking model for evaluation of seismic response of structures on shallow foundations.

Design oriented linear-equivalent approach for evaluating the effect of tunneling on pipelines (2015)
Journal Article
Klar, A., Elkayam, I., & Marshall, A. (2016). Design oriented linear-equivalent approach for evaluating the effect of tunneling on pipelines. Journal of Geotechnical and Geoenvironmental Engineering, 142(1), Article 04015062. https://doi.org/10.1061/%28ASCE%29GT.1943-5606.0001376

The process of tunneling is associated with ground movements which may lead to stressing of nearby existing buried infrastructure, and potentially poses a risk of damage. The need for an effective evaluation method of the potential risk increases wit... Read More about Design oriented linear-equivalent approach for evaluating the effect of tunneling on pipelines.