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A model for the determination of the critical buckling load of self-supporting lattice towers

机译：一种确定自支撑晶格塔的关键屈曲负荷的模型

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M.E. Onyia; M.C. Nwosu;
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年度 2018
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1. CRITICAL BUCKLING LOAD AND NONLINEAR POST-BUCKLING RESPONSE OF GUYED TOWERS [J] . Georgia MARGARITI, Charis J. GANTES Journal of the International Association for Shell and Spatial Structures . 2014,第4期

机译：导塔的临界屈曲载荷和非线性屈曲后响应。
2. Structural Analysis of Cuban Typical Model of Telecommunication Self-Supporting Towers under Seismic Load [J] . Patricia Martín Rodríguez, Vivian Beatriz Elena Parnás Revista Cubana de Ingenieria . 2012,第2期

机译：地震作用下古巴电信自支撑塔典型模型的结构分析
3. 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
4. Finite-element modeling of critical loads of buckling of structures considering of nonlinearity of pre-buckling state [C] . V V Repinskii, V N Bakulin International Conference "Supercomputer Technologies of Mathematical Modelling" . 2020

机译：考虑预屈曲状态非线性的结构屈曲的有限元建模
5. Retrofit of latticed communication towers. [D] . Xue, Yuan. 2015

机译：改造格状通讯塔。
6. Modelling Environmental Variation in Youngs Modulus for Pinus radiata and Implications for Determination of Critical Buckling Height [O] . MICHAEL S. WATT, JOHN R. MOORE, JEAN-PHILIPPE FAÇON, 2006

机译：辐射松杨氏模量的环境变化建模及其对临界屈曲高度的确定
7. Probabilistic Determination of Failure Load Capacity Variations for Lattice Type Structures Based on Yield Strength Variations including Nonlinear Post-Buckling Member Performance [O] . Leander Bathon 2000

机译：基于屈服强度变化的晶格型结构失效负载能力变化的概率测定，包括非线性后屈曲成员性能

A model for the determination of the critical buckling load of self-supporting lattice towers

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