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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.;
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Techno-Press
, v.43, no.6, pp.689-706,
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2 |
On bending of cutout nanobeams based on nonlocal strain gradient elasticity theory
Alazwari, Mashhour A.;Eltaher, Mohamed A.;Abdelrahman, Alaa A.;
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Techno-Press
, v.43, no.6, pp.707-723,
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3 |
Analytical solution of buckling problem in plates reinforced by Graphene platelet based on third order shear deformation theory
Zhou, Linyun;Najjari, Yasaman;
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Techno-Press
, v.43, no.6, pp.725-734,
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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;
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Techno-Press
, v.43, no.6, pp.735-757,
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5 |
Shape effect on axially loaded CFDST columns
R, Manigandan;Kumar, Manoj;
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Techno-Press
, v.43, no.6, pp.759-772,
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6 |
Axial behavior of RC column strengthened with SM-CFST
Jiang, Haibo;Li, Jiahang;Cheng, Quan;Xiao, Jie;Chen, Zhenkan;
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Techno-Press
, v.43, no.6, pp.773-784,
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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;
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Techno-Press
, v.43, no.6, pp.785-796,
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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;
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Techno-Press
, v.43, no.6, pp.797-808,
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9 |
Long-term behavior of prestressed concrete beam with corrugated steel web under sustained load
Motlagh, Hamid Reza Ebrahimi;Rahai, Alireza;
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Techno-Press
, v.43, no.6, pp.809-819,
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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.;
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Techno-Press
, v.43, no.6, pp.821-837,
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