CONTENTS
Volume 12, Number 3, 2017
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A study on the comparison of a steel building with braced frames and with RC walls
Almila H. Arda Buyuktaskin
pages 263-270.
DOI: 10.12989/eas.2017.12.3.263
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A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures
Pietro Lenza, Aurelio Ghersi, Edoardo M. Marino and Marcello Pellecchia
pages 271-284.
DOI: 10.12989/eas.2017.12.3.271
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Exploring the effects of tuned mass dampers on the seismic performance of structures with nonlinear base isolation systems
Reza Mirza Hessabi, Oya Mercan and Baki Ozturk
pages 285-296.
DOI: 10.12989/eas.2017.12.3.285
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Development of seismic collapse capacity spectra for structures with deteriorating properties
Zhan Shu, Shuang Li, Mengmeng Gao and Zhenwei Yuan
pages 297-307.
DOI: 10.12989/eas.2017.12.3.297
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A retrofitting method for torsionally sensitive buildings using evolutionary algorithms
Nikos C. Efstathakis and Vassilis K. Papanikolaou
pages 309-319.
DOI: 10.12989/eas.2017.12.3.309
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Strain demand prediction method for buried X80 steel pipelines crossing oblique-reverse faults
Xiaoben Liu, Hong Zhang, Xiaoting Gu, Yanfei Chen, Mengying Xia and Kai Wu
pages 321-332.
DOI: 10.12989/eas.2017.12.3.321
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Effect of masonry infill walls with openings on nonlinear response of reinforced concrete frames
Onur Ozturkoglu, Taner Ucar and Yusuf Yesilce
pages 333-347.
DOI: 10.12989/eas.2017.12.3.333
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Differences on specified and actual concrete strength for buildings on seismic zones
David De-Leon-Escobedo, David Joaquin Delgado-Hernandez, Juan Carlos Arteaga-Arcos and Jhonnatan Flores-Gomora
pages 349-357.
DOI: 10.12989/eas.2017.12.3.349
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Seismic fragility curves of single storey RC precast structures by comparing different Italian codes
Dumitru Beilic, Chiara Casotto, Roberto Nascimbene, Daniele Cicola and Daniela Rodrigues
pages 359-374.
DOI: 10.12989/eas.2017.12.3.359
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Parametric seismic evaluation of highway overpass bridges in moderate seismic areas
József Simon and Gergely L. Vigh
pages 375-388.
DOI: 10.12989/eas.2017.12.3.375