CONTENTS
Volume 59, Number 3, 2016
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Seismic analysis of half-through steel truss arch bridge considering superstructure
Ruiqi Li, Xinzhe Yuan, Wancheng Yuan, Xinzhi Dang and Guoyu Shen
pages 387-401.
DOI: 10.12989/sem.2016.59.3.387
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Dynamics of the oscillating moving load acting on the hydro-elastic system consisting of the elastic plate, compressible viscous fluid and rigid wall
Surkay D. Akbarov and Meftun I. Ismailov
pages 403-430.
DOI: 10.12989/sem.2016.59.3.403
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Nonlinear static and vibration analysis of Euler-Bernoulli composite beam model reinforced by FG-SWCNT with initial geometrical imperfection using FEM
M. Mohammadimehr and S. Alimirzaei
pages 431-454.
DOI: 10.12989/sem.2016.59.3.431
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Simplified procedure for seismic demands assessment of structures
Benazouz Chikh, Youcef Mehani1a and Moussa Leblouba
pages 455-473.
DOI: 10.12989/sem.2016.59.3.455
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A unified formulation for static behavior of nonlocal curved beams
Ekrem Tufekci, Serhan A. Aya and Olcay Oldac
pages 475-502.
DOI: 10.12989/sem.2016.59.3.475
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Isogeometric method based in-plane and out-of-plane free vibration analysis for Timoshenko curved beams
Hongliang Liu, Xuefeng Zhu and Dixiong Yang
pages 503-526.
DOI: 10.12989/sem.2016.59.3.503
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Warping stresses of a rectangular single leaf flexure under torsion
Nghia Huu Nguyen, Ji-Soo Kim and Dong-Yeon Lee
pages 527-537.
DOI: 10.12989/sem.2016.59.3.527
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Earthquake behavior of M1 minaret of historical Sultan Ahmed Mosque (Blue Mosque)
Turgut Kocatürk and Yildirim Serhat Erdoğan
pages 539-558.
DOI: 10.12989/sem.2016.59.3.539
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Analysis of a preliminary configuration for a floating wind turbine
H.F. Wang, Y.H. Fan and Iñigo Moreno
pages 559-577.
DOI: 10.12989/sem.2016.59.3.559
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Analytical solutions for static bending of edge cracked micro beams
Seref Doguscan Akbas
pages 579-599.
DOI: 10.12989/sem.2016.59.3.579