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Lateral Compression Behavior of High-Strength and High-Elastic-Modulus Fibers and Influence of Environment.

机译：高强度和高弹性模量纤维的横向压缩行为及环境影响。

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Kohji MINOSHIMA; Yoshihiro MAEKAWA; Tetsuya YAMADA; Kenjiro KOMAI;
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1. Lateral Compression Behavior of High-Strength and High-Elastic-Modulus Fibers and Influence of Environment [J] . kohji MINOSHIMA, Yoshihiro MAEKAWA, Tetsuya YAMADA JSME International Journal. Series A . 2000,第1期

机译：高强度高弹性模量纤维的横向压缩行为及环境影响
2. Lateral Compression Behavior of High-Strength and High-Elastic-Modulus Fibers and Influence of Environment [J] . kohji MINOSHIMA, Yoshihiro MAEKAWA, Tetsuya YAMADA JSME International Journal. Series A . 2000,第1期

机译：高强度高弹性模量纤维的横向压缩行为及环境影响
3. Experimental investigation of the behavior of concrete-filled high-strength glass fiber-reinforced polymer tubes under static and cyclic axial compression [J] . Aslani Farhad, Deghani Ayoub, Gunawardena Yasoja Structural concrete . 2020,第4期

机译：静电轴压下混凝土高强度玻璃纤维增强聚合物管行为的实验研究
4. Influence of Fiber Type on Behavior of High-Strength Concrete-Filled FRP Tubes under Concentric Compression [C] . Thomas Vincent, Togay Ozbakkloglu International Conference on Civil Engineering, Architecture and Sustainable Infrastructure . 2013

机译：纤维型对同心压缩下高强度混凝土玻璃管行为的影响
5. Bond and compression behavior of normal and high-strength fiber-reinforced concrete subjected to generalized loading [D] . Ezeldin, Ahmed Samer 1989

机译：普通荷载下高强纤维混凝土的粘结和受压性能
6. Behavior of Rectangular-Sectional Steel Tubular Columns Filled with High-Strength Steel Fiber Reinforced Concrete Under Axial Compression [O] . Shiming Liu, Xinxin Ding, Xiaoke Li, 2019

机译：高强钢纤维混凝土矩形截面钢管柱的轴向受压性能
7. Uniaxial Compression Behavior of High-Strength Concrete Confined by Low-Volumetric Ratio Lateral Ties [O] . Ki-Nam Hong, Sang-Hoon Han 2005

机译：低体积比侧面围绕低强度混凝土的单轴压缩行为
8. On the Influence of Initial Geometric Imperfections on the Buckling and Postbuckling Behavior of Fiber-Reinforced Cylindrical Shells under Uniform Axial Compression [R] . Khot, N. S. 1968

机译：初始几何缺陷对均匀轴向压缩下纤维增强圆柱壳屈曲和后屈曲行为的影响

Lateral Compression Behavior of High-Strength and High-Elastic-Modulus Fibers and Influence of Environment.

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