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標(biāo)題: Titlebook: Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di; Josef Grob,Bruno Thürlimann Book 197 [打印本頁]

作者: 宗派    時(shí)間: 2025-3-21 17:13
書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di影響因子(影響力)




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di影響因子(影響力)學(xué)科排名




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di網(wǎng)絡(luò)公開度




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di被引頻次




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di被引頻次學(xué)科排名




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di年度引用




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di年度引用學(xué)科排名




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di讀者反饋




書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di讀者反饋學(xué)科排名





作者: Obverse    時(shí)間: 2025-3-21 21:59

作者: ANTIC    時(shí)間: 2025-3-22 02:21
books. The three books are complementary and each enhances the others. The material contained in this book is not specifically original since it is based on information which we have published in other forms either jointly or as co- authors with various other people, particularly our many research
作者: 綁架    時(shí)間: 2025-3-22 05:28

作者: ABASH    時(shí)間: 2025-3-22 12:38
Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear,A truss model with variable inclination of the concrete diagonals is applied. This model consists of the longitudinal reinforcing bars acting as stringers, the stirrups as vertical ties and the concrete diagonals as inclined struts forming a continuous compression field. The obtained solutions are s
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作者: CHIP    時(shí)間: 2025-3-23 07:06
Overview: 978-3-0348-5337-8
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作者: RAG    時(shí)間: 2025-3-23 14:32
Josef Grob,Bruno Thürlimannirements. The system as it developed is unique in that it grew to meet an urgent need which presented itself with changes in terms of reference, so that the time was not available to decide what data and what level of sophistication were wanted; rather, it had to be decided whether there were any da
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