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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; / Techno-Press , v.59, no.3, pp.387-401,
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.; / Techno-Press , v.59, no.3, pp.403-430,
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.; / Techno-Press , v.59, no.3, pp.431-454,
4 Simplified procedure for seismic demands assessment of structures
Chikh, Benazouz;Mehani, Youcef;Leblouba, Moussa; / Techno-Press , v.59, no.3, pp.455-473,
5 A unified formulation for static behavior of nonlocal curved beams
Tufekci, Ekrem;Aya, Serhan A.;Oldac, Olcay; / Techno-Press , v.59, no.3, pp.475-502,
6 Isogeometric method based in-plane and out-of-plane free vibration analysis for Timoshenko curved beams
Liu, Hongliang;Zhu, Xuefeng;Yang, Dixiong; / Techno-Press , v.59, no.3, pp.503-526,
7 Warping stresses of a rectangular single leaf flexure under torsion
Nguyen, Nghia Huu;Kim, Ji-Soo;Lee, Dong-Yeon; / Techno-Press , v.59, no.3, pp.527-537,
8 Earthquake behavior of M1 minaret of historical Sultan Ahmed Mosque (Blue Mosque)
Kocaturk, Turgut;Erdogan, Yildirim Serhat; / Techno-Press , v.59, no.3, pp.539-558,
9 Analysis of a preliminary configuration for a floating wind turbine
Wang, H.F.;Fan, Y.H.;Moreno, Inigo; / Techno-Press , v.59, no.3, pp.559-577,
10 Analytical solutions for static bending of edge cracked micro beams
Akbas, Seref Doguscan; / Techno-Press , v.59, no.3, pp.579-599,