Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements

Pereiro-Barceló Javier; Bonet Senach José L.; Albiol-Ibá?ez José R.

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Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements

机译：所需的扎带间距，以防止RC和FRC单元中纵向钢筋的局部弹性屈曲

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来源
《Engineering Structures》 |2018年第1期|328-341|共14页
作者
Pereiro-Barceló Javier; Bonet Senach José L.; Albiol-Ibá?ez José R.;
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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
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正文语种 eng
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1. Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements [J] . Pereiro-Barceló Javier, Bonet Senach José L., Albiol-Ibá?ez José R. Engineering Structures . 2018,第Apra1期

机译：所需的扎带间距，以防止RC和FRC单元中纵向钢筋的局部弹性屈曲
2. Mixed model for the analytical determination of critical buckling load of passive reinforcement in compressed RC and FRC elements under monotonic loading [J] . Pereiro-Barcelo Javier, Bonet Jose L. Engineering Structures . 2017,第nova1期

机译：用于分析确定单调载荷作用下压缩RC和FRC单元中被动钢筋的临界屈曲载荷的混合模型
3. Nonlinear fibre element modelling of RC bridge piers considering inelastic buckling of reinforcement [J] . Kashani Mohammad M., Lowes Laura N., Crewe Adam J., Engineering Structures . 2016,第juna1期

机译：考虑钢筋非弹性屈曲的钢筋混凝土桥墩非线性纤维单元建模
4. Static loading experiment of RC beams focusing on buckling of longitudinal bars Part 3 Analytical evaluation for drift at buckling of beam longitudinal bar [C] . PRADHAN Sujan, KAWAMURA Eriko, YOON Rokhyun, 日本建築学会;日本建築学会大会 . -1

机译：钢筋混凝土纵梁屈曲的静载试验第3部分纵梁屈曲时的漂移分析评估
5. ELASTIC AND INELASTIC LOCAL BUCKLING AND POSTBUCKLING BEHAVIOR OF UNSTIFFENED COMPRESSION ELEMENTS [D] . KALYANARAMAN, VENKATAKRISHNAN. 1976

机译：未加筋压缩元件的弹性和弹性局部屈曲和后屈曲行为
6. Characterization of the mouse beta maj globin transcription termination region: a spacing sequence is required between the poly(A) signal sequence and multiple downstream termination elements. [O] . J Tantravahi, M Alvira, E Falck-Pedersen 1993

机译：小鼠βmaj珠蛋白转录终止区的表征：在poly（A）信号序列和多个下游终止元件之间需要一个间隔序列。
7. Nonlinear fiber element modeling of RC bridge piers considering inelastic buckling of reinforcement [O] . Kashani Mehdi M, Lowes Laura N, Crewe Adam J, 2016

机译：考虑钢筋非弹性屈曲的钢筋混凝土桥墩非线性纤维单元建模
8. THE INFLUENCE OF, JOINT SPACING- ONnTHE AMOUNT OF REINFORCEMENT REQUIRED IN CONCRETE ROAD SLABS [R] . L. S. Blake, R. I. T. Williams 1957

机译：联合间距 - 对混凝土路面板所需加固量的影响

Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements

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