Volume 15 Number 9

  • Source parameters of regional earthquakes recorded by Israel Seismic Network: implications for earthquake scaling

    T. Meirova, A. Hofstetter

  • A ground motion prediction equation for novel peak ground fractional order response intensity measures

    Özkan Kale, Jamie E. Padgett, Abdollah Shafieezadeh

  • The 2011 Mw 5.2 Lorca earthquake as a case study to investigate the ground motion variability related to the source model

    Luca Moratto, Angela Saraò, Alessandro Vuan, Marco Mucciarelli, María-José Jiménez, Mariano García-Fernández

  • Modelling site amplification effects for eastern Cuba

    Z. Rivera, J. García, M. Santulin, D. Slejko

  • Corrections to mechanical CPT results for use in liquefaction evaluation

    Johann Facciorusso, Claudia Madiai, Giovanni Vannucchi

  • Interaction of a pile with layered-soil under vertical excitations: field experiments versus numerical simulations

    E. Esmaeilzadeh Seylabi, A. Kurtuluş, K. H. Stokoe II, E. Taciroglu

  • An integrated shear-wave velocity model for the Groningen gas field, The Netherlands

    Pauline P. Kruiver, Ewoud van Dedem, Remco Romijn, Ger de Lange, Mandy Korff, Jan Stafleu, Jan L. Gunnink, Adrian Rodriguez-Marek, Julian J. Bommer, Jan van Elk, Dirk Doornhof

  • Effects of nonlinear soil–structure-interaction on seismic damage of 3D buildings on cohesive and frictional soils

    Dimitrios Sotiriadis, Konstantinos Kostinakis, Konstantinos Morfidis

  • An uncoupled procedure for performance assessment of slopes in seismic conditions

    G. Tropeano, F. Silvestri, E. Ausilio

  • Performance level thresholds and damage evaluation for composite partially-restrained steel frame–reinforced concrete infill walls with concealed vertical slits

    Guohua Sun, Qicai Li, Qiang Gu, Wenxia Yang

  • Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes

    Fabio Mazza

  • Seismic response of rectangular liquid retaining structures resting on ground considering coupled soil-structure interaction

    Indrajit Chowdhury, Ronkoyel Tarafdar, Ambarish Ghosh, Sambhu. P. Dasgupta

  • Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers

    Lifeng Li, Sicong Hu, Lianhua Wang

  • Experimental study on dynamic behavior of buried concrete rectangular liquid storage tanks using shaking table

    Mohammad Khanmohammadi, Pouya Lotfi Rad, Abbas Ghalandarzadeh

  • Effect of FRP strengthening on the flexural behaviour of calcarenite masonry walls

    Giovanni Minafò, Calogero Cucchiara, Alessia Monaco, Lidia La Mendola

  • Cyclic shear tests on RC precast beam-to-column connections retrofitted with a three-hinged steel device

    Gennaro Magliulo, Maddalena Cimmino, Marianna Ercolino, Gaetano Manfredi

  • Effective modal seismic design of two-way asymmetric-plan RC wall structures

    Philip J. Wilkinson, Oren Lavan

  • Comparison of dynamic behaviours of retrofitted and unretrofitted cob material walls

    Muhammad Masood Rafi, Sarosh Hashmat Lodi

  • Seismic safety evaluation of reinforced concrete masonry infilled frames using macro modelling approach

    Bartolomeo Pantò, Ivo Caliò, Paulo B. Lourenço

  • Influence of non-stationary content of ground-motions on nonlinear dynamic response of RC bridge piers

    Mohammad M. Kashani, Christian Málaga-Chuquitaype, Shijia Yang, Nicholas A. Alexander

  • Cost-benefit analysis to assess seismic mitigation options in Mexican public school buildings

    Miguel A. Jaimes, Mauro Niño

  • Proposal for new values of behaviour modifiers for seismic vulnerability evaluation of reinforced concrete buildings applied to Lorca (Spain) using damage data from the 2011 earthquake

    A. Tomás, J. L. Ródenas, S. García-Ayllón