A cantilever beam analogy for quantifying higher mode effects in multistorey buildings < button class="btn btn-success" type="button">See

Design-level estimation of seismic displacements for self-centering SDOF systems on stiff soil < button class="btn btn-success" type="button">See

Effect of beam-column connection fixity and gravity framing on the seismic collapse risk of special concentrically braced frames < button class="btn btn-success" type="button">See

Application of an in-plane/out-of-plane interaction model for URM infill walls to dynamic seismic analysis of RC frame buildings < button class="btn btn-success" type="button">See