Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 18 Number 2 Special Issue: Selection of extended papers presented at the 10th IMC, International Masonry Conference, held in Milan 9th-11th July 2018
Guest editorial for the special issue of selected and extended papers presented at the 10th International Masonry Conference
On the role played by the openings on the first frequency of historic masonry towers
Correction to: On the role played by the openings on the first frequency of historic masonry towers
Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method
Numerical approaches for cross-laminated timber roof structure optimization in seismic retrofitting of a historical masonry church
Definition of fragility curves through nonlinear static analyses: procedure and application to a mixed masonry-RC building stock
Application of seismic design procedures on three modern URM buildings struck by the 2012 Emilia earthquakes: inconsistencies and improvement proposals in the European codes
Experimental and numerical studies on scaled-down dry-joint retaining walls: Pseudo-static approach to quantify the resistance of a dry-joint brick retaining wall
Correction to: Experimental and numerical studies on scaled-down dry-joint retaining walls: Pseudo-static approach to quantify the resistance of a dry-joint brick retaining wall
Experimental seismic performance of a half-scale stone masonry building aggregate
Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control
In-plane behaviour of clay brick masonry wallettes retrofitted with single-sided fabric-reinforced cementitious matrix and deep mounted carbon fibre strips
Validation and extension of a statistical usability model for unreinforced masonry buildings with different ground motion intensity measures
