CONTENTS
Volume 59, Number 4, 2016
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Dynamic visco-hyperelastic behavior of elastomeric hollow cylinder by developing a constitutive equation
Masoud Asgari and Sanaz S. Hashemi
Abstract | Full Text (1.72 MB)
pages 601-619.
DOI: 10.12989/sem.2016.59.4.601
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Economic performance of cable supported bridges
Bin Sun, Liwen Zhang, Yidong Qin and Rucheng Xiao
Abstract | Full Text (1.79 MB)
pages 621-652.
DOI: 10.12989/sem.2016.59.4.621
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Influence of concurrent horizontal and vertical ground excitations on the collapse margins of non-ductile RC frame buildings
E. Noroozinejad Farsangi, T.Y. Yang and A.A. Tasnimi
Abstract | Full Text (2.52 MB)
pages 653-669.
DOI: 10.12989/sem.2016.59.4.653
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Nonlinear vibration of conservative oscillator\'s using analytical approaches
Mahmoud Bayat, Iman Pakar and Mahdi Bayat
Abstract | Full Text (1.00 MB)
pages 671-682.
DOI: 10.12989/sem.2016.59.4.671
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A framework for carrying out train safety evaluation and vibration analysis of a trussed-arch bridge subjected to vessel collision
Chaoyi Xia, Nan Zhang, He Xia, Qin Ma and Xuan Wu
Abstract | Full Text (2.02 MB)
pages 683-701.
DOI: 10.12989/sem.2016.59.4.683
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Assessment of load carrying capacity and fatigue life expectancy of a monumental Masonry Arch Bridge by field load testing: a case study of veresk
Shervan Ataei, Mosab Tajalli and Amin Miri
Abstract | Full Text (2.03 MB)
pages 703-718.
DOI: 10.12989/sem.2016.59.4.703
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The effects of vertical earthquake motion on an R/C structure
Selcuk Bas and Ilker Kalkan
Abstract | Full Text (2.88 MB)
pages 719-737.
DOI: 10.12989/sem.2016.59.4.719
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Uncertainty effects of soil and structural properties on the buckling of flexible pipes shallowly buried in Winkler foundation
Asma Khemis, Abdelmadjid Hacene Chaouche, Allaeddine Athmani and Kong Fah Tee
Abstract | Full Text (2.00 MB)
pages 739-759.
DOI: 10.12989/sem.2016.59.4.739
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Dynamic response of curved Timoshenko beams resting on viscoelastic foundation
Faruk Firat Calim
Abstract | Full Text (1.91 MB)
pages 761-774.
DOI: 10.12989/sem.2016.59.4.761
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Flexural performance of FRP-reinforced concrete encased steel composite beams
Ilker Fatih Kara
Abstract | Full Text (1.46 MB)
pages 775-793.
DOI: 10.12989/sem.2016.59.4.775