Volume 16 Number 2

  • Basin effects on ground motion: the case of a high-resolution experiment in Cephalonia (Greece)

    N. Theodoulidis, G. Cultrera, C. Cornou, P.-Y. Bard, T. Boxberger, G. DiGiulio, A. Imtiaz, D. Kementzetzidou, K. Makra, The Argostoli NERA Team
  • A new energy-based ground motion selection and modification method limiting the dynamic response dispersion and preserving the median demand

    S. Marasco, G. P. Cimellaro
  • Structure-specific selection of earthquake ground motions for the reliable design and assessment of structures

    E. I. Katsanos, A. G. Sextos
  • Joint deconvolution of building and downhole seismic recordings: an application to three test cases

    Bojana Petrovic, Stefano Parolai, Giovanna Pianese, S. Umit Dikmen, Bolot Moldobekov, Sagynbek Orunbaev, Roberto Paolucci
  • A spectral-velocity-based combination-type earthquake intensity measure for super high-rise buildings

    Yantai Zhang, Zheng He, Youfu Yang
  • Correction to: A spectral-velocity-based combination-type earthquake intensity measure for super high-rise buildings

    Yantai Zhang, Zheng He, Youfu Yang
  • Effect of coupling excess pore pressure and soil deformation on nonlinear SSI in liquefiable soil deposits

    S. Montoya-Noguera, F. Lopez-Caballero
  • Behaviour of steel cushions subjected to combined actions

    Ercan Yüksel, Faruk Karadoğan, Hasan Özkaynak, Arastoo Khajehdehi, Ahmet Güllü, Eleni Smyrou, İhsan Engin Bal
  • Performance-based assessment of an innovative braced tube system for tall buildings

    Hossein Mohammadi, Vahab Toufigh, Ali Akbar Golafshani, Ali Arzeytoon
  • Overstrength of dowelled CLT connections under monotonic and cyclic loading

    Lisa-Mareike Ottenhaus, Minghao Li, Tobias Smith, Pierre Quenneville
  • Assessment of a monumental masonry bell-tower after 2016 Central Italy seismic sequence by long-term SHM

    Filippo Ubertini, Nicola Cavalagli, Alban Kita, Gabriele Comanducci
  • Seismic behaviour of timber-laced stone masonry buildings before and after interventions: shaking table tests on a two-storey masonry model

    Charalambos Mouzakis, Chrissy-Elpida Adami, Lucia Karapitta, Elizabeth Vintzileou
  • Seismic performance and damage incurred by monolithic concrete self-centering rocking walls under the effect of axial stress ratio

    Abouzar Jafari, Mohammad Reza Ghasemi, Habib Akbarzadeh Bengar, Behrooz Hassani
  • Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability

    Angelica Rosso, Lisandro A. Jiménez-Roa, João Pacheco de Almeida, Aydee Patricia Guerrero Zuniga, Carlos A. Blandón, Ricardo L. Bonett, Katrin Beyer
  • A rapid seismic safety assessment method for mid-rise reinforced concrete buildings

    Onur Kaplan, Yucel Guney, Ahmet Topcu, Yunus Ozcelikors
  • Modified capacity design rule for columns in tall steel MRFs with linear viscous dampers within the framework of Eurocode 8

    Konstantinos Kariniotakis, Theodore L. Karavasilis
  • Numerical insights on the seismic behavior of a non-isolated historical masonry tower

    Giovanni Castellazzi, Antonio Maria D’Altri, Stefano de Miranda, Andrea Chiozzi, Antonio Tralli
  • Reliability-based optimal design of nonlinear viscous dampers for the seismic protection of structural systems

    Domenico Altieri, Enrico Tubaldi, Marco De Angelis, Edoardo Patelli, Andrea Dall’Asta
  • Numerical evaluation of seismic response of soft-story RC frames retrofitted with passive devices

    Romanbabu M. Oinam, Dipti Ranjan Sahoo
  • On time-domain uncoupled analyses for offshore wind turbines under seismic loads

    F. Santangelo, G. Failla, F. Arena, C. Ruzzo
  • Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings

    Haitao Yu, Xiao Yan, Antonio Bobet, Yong Yuan, Guoping Xu, Quanke Su