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1 |
Seismic analysis of half-through steel truss arch bridge considering superstructure
Li, Ruiqi;Yuan, Xinzhe;Yuan, Wancheng;Dang, Xinzhi;Shen, Guoyu;
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Techno-Press
, v.59, no.3, pp.387-401,
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2 |
Dynamics of the oscillating moving load acting on the hydroelastic system consisting of the elastic plate, compressible viscous fluid and rigid wall
Akbarov, Surkay D.;Ismailov, Meftun I.;
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Techno-Press
, v.59, no.3, pp.403-430,
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3 |
Nonlinear static and vibration analysis of Euler-Bernoulli composite beam model reinforced by FG-SWCNT with initial geometrical imperfection using FEM
Mohammadimehr, M.;Alimirzaei, S.;
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Techno-Press
, v.59, no.3, pp.431-454,
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4 |
Simplified procedure for seismic demands assessment of structures
Chikh, Benazouz;Mehani, Youcef;Leblouba, Moussa;
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Techno-Press
, v.59, no.3, pp.455-473,
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5 |
A unified formulation for static behavior of nonlocal curved beams
Tufekci, Ekrem;Aya, Serhan A.;Oldac, Olcay;
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Techno-Press
, v.59, no.3, pp.475-502,
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6 |
Isogeometric method based in-plane and out-of-plane free vibration analysis for Timoshenko curved beams
Liu, Hongliang;Zhu, Xuefeng;Yang, Dixiong;
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Techno-Press
, v.59, no.3, pp.503-526,
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7 |
Warping stresses of a rectangular single leaf flexure under torsion
Nguyen, Nghia Huu;Kim, Ji-Soo;Lee, Dong-Yeon;
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Techno-Press
, v.59, no.3, pp.527-537,
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8 |
Earthquake behavior of M1 minaret of historical Sultan Ahmed Mosque (Blue Mosque)
Kocaturk, Turgut;Erdogan, Yildirim Serhat;
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Techno-Press
, v.59, no.3, pp.539-558,
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9 |
Analysis of a preliminary configuration for a floating wind turbine
Wang, H.F.;Fan, Y.H.;Moreno, Inigo;
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Techno-Press
, v.59, no.3, pp.559-577,
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10 |
Analytical solutions for static bending of edge cracked micro beams
Akbas, Seref Doguscan;
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Techno-Press
, v.59, no.3, pp.579-599,
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