Element size effects in nonlinear analysis of reinforced concrete beams without web reinforcement
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A new approach is developed to the nonlinear analysis of reinforced concrete beams without stirrups subjected to a monotonically increasing loading from zero up tu the ultimate load |
| No. Panggil : | IPTEKAB |
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| Majalah/Jurnal : | Iptek 19 (1) Feb. 2008 : 16-23 |
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| No. Panggil | No. Barkod | Ketersediaan |
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| IPTEKAB | TERSEDIA |
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