首页> 外文OA文献 >Mechanical Model for Shear Failure Based on Material Constitutive Model under Cyclic Loading -Deformation Evaluation of Column Base System of Steel Structures Employing Steel Fiber Reinforced Cementitious Composite-

【2h】

Mechanical Model for Shear Failure Based on Material Constitutive Model under Cyclic Loading -Deformation Evaluation of Column Base System of Steel Structures Employing Steel Fiber Reinforced Cementitious Composite-

机译：基于材料本构模型的循环载荷 - 钢结构柱基层钢结构柱基层剪切失效机械模型 - 钢纤维加固胶粘复合材料

代理获取

本网站仅为用户提供外文OA文献查询和代理获取服务，本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文，但由于OA文献来源多样且变更频繁，仍可能出现获取不到、文献不完整或与标题不符等情况，如果获取不到我们将提供退款服务。请知悉。

页面导航

著录项
引文网络
相似文献
相关主题

著录项

作者
Yuichi SATO; Yoshio KANEKO; Takuya FURUJO;
展开▼
作者单位

展开▼
年度 2012
总页数
原文格式 PDF
正文语种
中图分类

相似文献

外文文献
中文文献
专利

1. Employing a fiber-based finite-length plastic hinge model for representing the cyclic and seismic behaviour of hollow steel columns [J] . Farahi Mojtaba, Erfani Saeed Steel & Composite Structures: An International Journal . 2017,第5期

机译：采用基于纤维的有限长度塑料铰链模型，用于代表中空钢柱的循环和地震行为
2. Fatigue Strength Under Uniform Cycle Load Of Large Scale Models -Evaluation of fatigue failures at beam to column welded connections in steel structures Part 1- [J] . Hideo Ogawa, Takeshi Ohkuma, Tadao Nakagomi 日本建築学会构造系論文集 . 2000,第535期

机译：大型模型在均匀循环载荷下的疲劳强度-钢结构梁到柱焊接连接处的疲劳失效评估第1部分
3. Research on the Dynamic Mechanical Properties and Constitutive Models of Steel Fiber Reinforced Concrete and Polypropylene Fiber Reinforced Concrete [J] . Jie Huang, Yi Zhang, Yubin Tian, Advances in civil engineering . 2020,第1期

机译：钢纤维钢筋混凝土和聚丙烯纤维钢筋混凝土动态力学性能及本构模型研究
4. Structural Test of Mortar-Based Fiber Reinforced Cementitious Composites and Steel Chip Reinforced Cementitious Composite Part7 Uniaxial Tension Test of Polymer Cementitious Material and Small Diameter Steel Bar [C] . Sunhee HONG, Ryohei KATO, Yuika IDA, 日本建築学会学術講演会 . 2015

机译：基于砂浆的纤维增强水泥复合材料的结构试验和钢芯片加固胶粘复合材料组合材料胶凝材料和小直径钢筋的单轴张力试验
5. Three-dimensional micromechanical damage models, fiber pullout models and fracture toughness of discontinuous steel fiber reinforced cementitious composites. [D] . Suwatnodom, Prechaporn. 2008

机译：不连续钢纤维增强水泥基复合材料的三维微机械损伤模型，纤维拔出模型和断裂韧性。
6. A Novel Feature Selection Approach Based on Tree Models for Evaluating the Punching Shear Capacity of Steel Fiber-Reinforced Concrete Flat Slabs [O] . Shasha Lu, Mohammadreza Koopialipoor, Panagiotis G. Asteris, 2020

机译：一种基于树模型的新型特征选择方法用于评估钢纤维钢筋混凝土平板的冲压剪切容量
7. COLUMN BASE SYSTEM OF STEEL STRUCTURES EMPLOYING STEEL FIBER REINFORCED CEMENTITIOUS COMPOSITE AND DEFORMATION CHARACTERISTICS : Evaluation of joint-deformation based on mechanical model for shear failure [O] . Yoshio KANEKO, Hirozo MIHASHI, Ryohei OSAKU 2006

机译：采用钢纤维增强水泥复合材料和变形特性的钢结构柱基础系统：基于机械模型进行剪切衰竭的关节变形评价
8. Micromechanics and Constitutive Modeling of Granular Materials in Stress Reversaland Cyclic Loading Locaized Deformation: Experimental Observation and Modeling [R] . Nemat-Nasser, S. 1995

机译：应力反转和循环加载局部化变形中颗粒材料的微观力学和本构模型：实验观察与模拟

Mechanical Model for Shear Failure Based on Material Constitutive Model under Cyclic Loading -Deformation Evaluation of Column Base System of Steel Structures Employing Steel Fiber Reinforced Cementitious Composite-

著录项

引文网络

相似文献

相关主题

期刊订阅