结构拓扑优化的发展及其模型转化为独立层次的迫切性

隋允康, 叶红玲, 杜家政 - 工程力学, 2005 - engineeringmechanics.cn
回顾了结构拓扑优化的发展过程, 叙述了结构拓扑优化的研究现状, 阐述了各种常用的拓扑优化
方法. 结合作者在结构拓扑优化方面的研究工作, 介绍了ICM (独立, 连续, 映射) 方法 …

Axial compressive performance of steel reinforced fibrous concrete composite stub columns: experimental and theoretical study

A Memarzadeh, M Nematzadeh - Structures, 2021 - Elsevier
This study is aimed at addressing the experimental and theoretical investigation of the
compressive behavior of steel reinforced concrete (SRC) composite columns containing …

Axial compressive behavior of square composite columns confined by multiple spirals

CY Liang, CC Chen, CC Weng, SYL Yin… - Journal of Constructional …, 2014 - Elsevier
This study elucidates experimentally and analytically the axial compressive load-carrying
capacity and behavior of square composite steel and concrete columns confined by multiple …

[HTML][HTML] Essential stressing state features of spirally reinforced concrete short columns revealed by modeling experimental strain data

B Liu, Y Zhang, R Li, G Zhou, Y Zhao - Structures, 2020 - Elsevier
This study discovers the essential stressing state features of spirally reinforced concrete
(SRC) short columns from the modeling of the experimental strain data. The structural …

局部采用纤维增强混凝土柱的抗震性能试验与分析

梁兴文, 康力, 车佳玲, 邓明科 - 工程力学, 2013 - engineeringmechanics.cn
为了提高钢筋混凝土柱的抗震性能, 在悬臂柱下端局部采用纤维增强混凝土(FRC)
代替普通混凝土, 设计了6 根剪跨比为3.0, 柱内箍筋配置较少的钢筋混凝土柱试件 …

Mechanics of external RC beam-column joints with rectangular spiral shear reinforcement: experimental verification

CG Karayannis - Meccanica, 2015 - Springer
The innovative technology of continuous rectangular spiral reinforcement applied as shear
reinforcement in reinforced concrete beam-column joints instead of the commonly used …

Shear capacity of RC rectangular beams with continuous spiral transversal reinforcement

CG Karayannis, CE Chalioris… - WIT Transactions on …, 2005 - witpress.com
In this study the behaviour of reinforced concrete beams with rectangular spiral
reinforcement under monotonic loading is experimentally investigated. In this direction, three …

Experimental research on the behavior of circular SFRC columns reinforced longitudinally by GFRP rebars

I Saffarian, GR Atefatdoost, SA Hosseini… - Computers and …, 2023 - koreascience.kr
This research presents the experimental and theoretical evaluations on circular steel-fiber-
reinforced-concrete (SFRC) columns reinforced by glass-fiber-reinforced-polymer (GFRP) …

钢筋混凝土分体柱理论与技术

李忠献 - 工程力学, 2005 - engineeringmechanics.cn
在钢筋混凝土高层建筑结构中, 由于柱轴压比的限制, 框架柱的截面大, 剪跨比小,
在结构底部经常形成短柱甚至超短柱, 短柱延性差, 地震时易发生脆性剪切破坏而导致结构破坏 …

Response of columns and joints with spiral shear reinforcement

C Karayannis, G Sirkelis - WIT Transactions on Modelling and …, 2005 - witpress.com
In this study the behavior of reinforced concrete members with rectangular spiral shear
reinforcement under cyclic loading is experimentally investigated. In this direction two pairs …