CONTENTS
Volume 9, Number 6, 2015
-
EAS vol.9 no.6 cover
—
-
Critical earthquake input energy to connected building structures using impulse input
Yoshiyuki Fukumoto and Izuru Takewaki
pages 1133-1152.
DOI: 10.12989/eas.2015.9.6.1133
-
Seismic response prediction and modeling considerations for curved and skewed concrete box-girder bridges
Karthik Ramanathan, Jong-Su Jeon, Behzad Zakeri, Reginald DesRoches and Jamie E. Padgett
pages 1153-1179.
DOI: 10.12989/eas.2015.9.6.1153
-
Investigation of vibration and stability of cracked columns under axial load
Masoud Ghaderi, Hosein Ghaffarzadeh and Vahid A. Maleki
pages 1181-1192.
DOI: 10.12989/eas.2015.9.6.1181
-
Seismic performance of a 10-story RC box-type wall building structure
Kyung Ran Hwang and Han Seon Lee
pages 1193-1219.
DOI: 10.12989/eas.2015.9.6.1193
-
Influence of higher order modes and mass configuration on the quality of damage detection via DWT
Mohammadreza Vafaei and Sophia C Alih
pages 1221-1232.
DOI: 10.12989/eas.2015.9.6.1221
-
Experimental behavior and shear bearing capacity calculation of RC columns with a vertical splitting failure
Peng Wang, Qing X. Shi, Qiu W. Wang and Yi Tao
pages 1233-1250.
DOI: 10.12989/eas.2015.9.6.1233
-
Towards achieving the desired seismic performance for hybrid coupled structural walls
Chung-Chan Hung and Wei-Ting Lu
pages 1251-1272.
DOI: 10.12989/eas.2015.9.6.1251
-
Seismic behavior of steel frames with lightweight-low strength industrialized infill walls
Seyed Mehdi Zahrai, Behnam Gholipour Khalili and Seyed Amin Mousavi
pages 1273-1290.
DOI: 10.12989/eas.2015.9.6.1273
-
Seismic performance evaluation of moment frames with slit-friction hybrid dampers
Joonho Lee and Jinkoo Kim
pages 1291-1311.
DOI: 10.12989/eas.2015.9.6.1291
-
Theoretical analysis of self-centering concrete piers with external dissipators
Zhiliang Cao, Tong Guo, Zhenkuan Xu and Shuo Lu
pages 1313-1336.
DOI: 10.12989/eas.2015.9.6.1313
-
Sustainable retrofit design of RC frames evaluated for different seismic demand
Matteo Zerbin and Alessandra Aprile
pages 1337-1353.
DOI: 10.12989/eas.2015.9.6.1337