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ReLAM: A nonlinear probabilistic model for the analysis of reinforced glulam beams in bending

机译：ReLAM：用于分析弯曲中的增强胶合木梁的非线性概率模型

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作者
Lindyberg, Robert Francis;
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作者单位

The University of Maine;

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授予单位 The University of Maine;
学科
学位 Ph.D.
年度 2000
页码 257 p.
总页数 257
原文格式 PDF
正文语种 eng
中图分类
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专利

1. ReLAM: Nonlinear Probabilistic Model for the Analysis of Reinforced Glulam Beams in Bending [J] . Robert F. Lindyberg, Habib J. Dagher Journal of structural engineering . 2012,第6期

机译：ReLAM：弯曲中加筋胶合梁分析的非线性概率模型
2. Modelling the bending behaviour of a new hybrid glulam beam reinforced with FRP and ultra-high-performance concrete [J] . E. Ferrier, P. Labossiere, K.W. Neale Applied Mathematical Modelling . 2012,第8期

机译：新型FRP和超高性能混凝土增强的混合胶合木梁的弯曲行为建模
3. Reinforcing Transverse Glulam Deck Panels with Through-bolted Glulam Stiffener Beams: Theoretical Analysis [J] . Ray W. Witmer Jr., Harvey B. Manbeck, M.ASCE, Journal of bridge engineering . 2002,第6期

机译：贯穿式胶合木加劲肋加固横向胶合木甲板面板：理论分析
4. Probabilistic nonlinear computer model for reinforced glulams [C] . H.J. Dagher, Robert F. Lindyberg Structures congress . 1999

机译：增强胶合层的概率非线性计算机模型
5. On simple and accurate finite element models for nonlinear bending analysis of beams and plates [D] . Urthaler Lapeira, Yetzirah Yksya 2007

机译：关于梁和板非线性弯曲分析的简单而精确的有限元模型
6. Nonlinear bending models for beams and plates [O] . Y. A. Antipov -1

机译：梁和板的非线性弯曲模型
7. NONLINEAR ANALYSIS ON REINFORCED CONCRETE ONE-TWENTIETH SCALE MODEL FRAMES : A study on elastic and plastic behaviors of reinforced concrete frames in consideration of axial elongation in bending yield beams -Part 2- [O] . HIROYASU SAKATA, AKIRA WADA 1990

机译：钢筋混凝土二十规模模型框架的非线性分析 - 考虑弯曲产量梁轴向伸长率的钢筋混凝土框架弹性和塑性行为研究 - 第2型 -
8. Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced Concrete Shells with Edge Beams [R] . Chan, E. C. Y. 1982

机译：边梁钢筋混凝土壳的非线性几何，材料和时间相关性分析

ReLAM: A nonlinear probabilistic model for the analysis of reinforced glulam beams in bending

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