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1 Buckling resistance of axially loaded square concrete-filled double steel tubular columns
Ci, Junchang;Ahmed, Mizan;Tran, Viet-Linh;Jia, Hong;Chen, Shicai;Nguyen, Tan N.; / Techno-Press , v.43, no.6, pp.689-706,
2 On bending of cutout nanobeams based on nonlocal strain gradient elasticity theory
Alazwari, Mashhour A.;Eltaher, Mohamed A.;Abdelrahman, Alaa A.; / Techno-Press , v.43, no.6, pp.707-723,
3 Analytical solution of buckling problem in plates reinforced by Graphene platelet based on third order shear deformation theory
Zhou, Linyun;Najjari, Yasaman; / Techno-Press , v.43, no.6, pp.725-734,
4 Optimum amount of CFRP for strengthening shear deficient reinforced concrete beams
Gemi, Lokman;Alsdudi, Mohammed;Aksoylu, Ceyhun;Yazman, Sakir;Ozkilic, Yasin Onuralp;Arslan, Musa Hakan; / Techno-Press , v.43, no.6, pp.735-757,
5 Shape effect on axially loaded CFDST columns
R, Manigandan;Kumar, Manoj; / Techno-Press , v.43, no.6, pp.759-772,
6 Axial behavior of RC column strengthened with SM-CFST
Jiang, Haibo;Li, Jiahang;Cheng, Quan;Xiao, Jie;Chen, Zhenkan; / Techno-Press , v.43, no.6, pp.773-784,
7 Shear strength prediction of concrete-encased steel beams based on compatible truss-arch model
Xue, Yicong;Shang, Chongxin;Yang, Yong;Yu, Yunlong;Wang, Zhanjie; / Techno-Press , v.43, no.6, pp.785-796,
8 Vibration characteristics of functionally graded carbon nanotube-reinforced composite double-beams in thermal environments
Zhao, Jing-Lei;Chen, Xu;She, Gui-Lin;Jing, Yan;Bai, Ru-Qing;Yi, Jin;Pu, Hua-Yan;Luo, Jun; / Techno-Press , v.43, no.6, pp.797-808,
9 Long-term behavior of prestressed concrete beam with corrugated steel web under sustained load
Motlagh, Hamid Reza Ebrahimi;Rahai, Alireza; / Techno-Press , v.43, no.6, pp.809-819,
10 Effects of Pasternak foundation on the bending behavior of FG porous plates in hygrothermal environment
Bot, Ikram Kheira;Bousahla, Abdelmoumen Anis;Zemri, Amine;Sekkal, Mohamed;Kaci, Abdelhakim;Bourada, Fouad;Tounsi, Abdelouahed;Ghazwani, M.H.;Mahmoud, S.R.; / Techno-Press , v.43, no.6, pp.821-837,