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1 |
Buckling capacity of uniformly corroded steel members in terms of exposure time
Rahgozar, Reza;Sharifi, Yasser;Malekinejad, Mohsen;
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Techno-Press
, v.10, no.6, pp.475-487,
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2 |
Effects of RHS face deformation on the rigidity of beam-column connection
Hadianfard, M.A.;Rahnema, H.;
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Techno-Press
, v.10, no.6, pp.489-500,
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3 |
Experimental study on reinforced high-strength concrete short columns confined with AFRP sheets
Wu, Han-Liang;Wang, Yuan-Feng;
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Techno-Press
, v.10, no.6, pp.501-516,
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4 |
Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections
Dai, X.;Lam, D.;
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Techno-Press
, v.10, no.6, pp.517-539,
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5 |
Finite element model updating of an arch type steel laboratory bridge model using semi-rigid connection
Altunisik, Ahmet Can;Bayraktar, Alemdar;Sevim, Baris;Kartal, Murat Emre;Adanur, Suleyman;
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Techno-Press
, v.10, no.6, pp.541-561,
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