Volume 14 Number 12

  • Site amplification in the Kathmandu Valley during the 2015 M7.6 Gorkha, Nepal earthquake

    S. Tallett-Williams, B. Gosh, S. Wilkinson, C. Fenton, P. Burton, M. Whitworth, S. Datla, G. Franco, A. Trieu, M. Dejong, V. Novellis, T. White, T. Lloyd

  • Ground motion prediction in Beirut: a multi-step procedure coupling empirical Green’s functions, ground motion prediction equations and instrumental transfer functions

    Marleine Brax, Mathieu Causse, Pierre-Yves Bard

  • Statistics of seismic events at the Groningen field

    M. Nepveu, K. van Thienen-Visser, D. Sijacic

  • The influence of the 3D morphology and cavity network on the seismic response of Castelnuovo hill to the 2009 Abruzzo earthquake

    Lorenza Evangelista, Luigi Landolfi, Anna d’Onofrio, Francesco Silvestri

  • Multidimensional performance limit state for probabilistic seismic demand analysis

    Xiao Xiao Liu, Zi-Yan Wu, Feng Liang

  • Estimating peak dynamic response from pushover type analysis using a semi-empirical method

    Dhiman Basu, Tejaswi Kota

  • Assessment of seismic design response factors of air traffic control towers

    Mohammadreza Vafaei, Sophia C. Alih

  • Dynamic behavior of buildings with non-uniform stiffness along their height assessed through coupled flexural and shear beams

    Andrés Alonso-Rodríguez, Eduardo Miranda

  • Influence of different mechanical column-foundation connection devices on the seismic behaviour of precast structures

    Bruno Dal Lago, Giandomenico Toniolo, Marco Lamperti Tornaghi

  • Simulation of the earthquake-induced collapse of a school building in Turkey in 2011 Van Earthquake

    İhsan Engin Bal, Eleni Smyrou

  • Seismic response of masonry-infilled steel frames via multi-scale finite-element analyses

    Federico Margiacchi, Luca Salvatori, Maurizio Orlando, Mario De Stefano, Paolo Spinelli

  • The Reticulatus method for shear strengthening of fair-faced masonry

    Marco Corradi, Antonio Borri, Giulio Castori, Romina Sisti

  • Use of rubberised backfills for improving the seismic response of integral abutment bridges

    Sotiris Argyroudis, Anastasia Palaiochorinou, Stergios Mitoulis, Dimitris Pitilakis

  • Mechanical formulations for bilinear and trilinear hysteretic models used in base isolators

    Athanasios A. Markou, George D. Manolis

  • Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution

    Marco Valente, Carlo A. Castiglioni, Alper Kanyilmaz