Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 21 Number 15 Special issue on International Joint Research on the Full-scale Ten-story RC Buildings Tested at E-Defense Shaking Table
International joint research on the full-scale ten-story RC buildings tested at E-Defense shaking table
Full-scale shaking table experiments on the seismic response of a 10-story reinforced-concrete building: overview and analysis
Evaluation of base sliding response and effective slab width in ten-storey tests
Simulation of the E-Defense 2015 test on a 10-storey building using macro-models
Nonlinear modeling of the ten-story RC building at E-Defense (2015): assessment with different modeling assumptions
Assessment of the 2015 full-scale ten-story RC test Structure using ASCE/SEI 41
Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design
Evaluation of ACI 318-19 provisions for special moment frames and special structural walls using data from the E-Defense 10-story tests
Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis