A precise splice-length model for reinforced concrete structures
Various mathematical expressions have been proposed to evaluate or check the lapped
length in spliced bars subjected to tension in reinforced concrete members. In this work, 284 …
length in spliced bars subjected to tension in reinforced concrete members. In this work, 284 …
[PDF][PDF] Role of masonry infill in seismic resistance of RC structures
Nonlinear dynamic analysis of high rise infilled reinforced concrete framed systems involves
several intricate aspects [1]. These comprise the number of parameters characterizing the …
several intricate aspects [1]. These comprise the number of parameters characterizing the …
[ספר][B] An investigation of behavior and modeling of bond for reinforced concrete
J Li - 2010 - search.proquest.com
This research investigates bond between concrete and steel in reinforced concrete (RC)
using X-Ray tomography image data and nonlinear analysis, with the objective of …
using X-Ray tomography image data and nonlinear analysis, with the objective of …
A multi-fiber approach with directional stiffness matrix in reinforced concrete structures
A multi-fiber approach with directional stiffness matrix in reinforced concrete structures |
Emerald Insight Books and journals Case studies Expert Briefings Open Access Publish …
Emerald Insight Books and journals Case studies Expert Briefings Open Access Publish …
Statistically equivalent nonlinear finite element model for infilled RC framed systemsThe present work is an extension to the thesis of the first author for the Master of …
The most simple equivalent frame system with reduced degrees of freedom is proposed for
handling multi-story multi-bay infilled frames. The system is composed of homogenized …
handling multi-story multi-bay infilled frames. The system is composed of homogenized …
[PDF][PDF] composite shear connection in partially steel sheath encased concrete filled beams
SF Taher - Sci. Bull. Fac. Eng., Ain Shams University, 2004 - researchgate.net
This investigation aims at pinpointing the interfacial shear characteristics in partially steel
sheath encased concrete filled composite beams. Experimentally observed behavior is …
sheath encased concrete filled composite beams. Experimentally observed behavior is …
[ספר][B] Finite element modeling of bond-slip relationship: Constitutive modeling and computational aspects
J Jiang - 2003 - search.proquest.com
This dissertation addresses the problem of finite element modeling of the bond-slip
relationship between deformed reinforcing steel and the surrounding concrete. The bond …
relationship between deformed reinforcing steel and the surrounding concrete. The bond …
Statistically equivalent nonlinear finite element model for infilled RC framed systemsThe present work is an extension to the thesis of the first author for the Master of …
The most simple equivalent frame system with reduced degrees of freedom is proposed for
handling multi‐story multi‐bay infilled frames. The system is composed of homogenized …
handling multi‐story multi‐bay infilled frames. The system is composed of homogenized …
隧道内预埋槽道的有限元分析及结构优化研究.
杨福芹， 王学志， 万震 - Journal of Mechanical & Electrical …, 2019 - search.ebscohost.com
针对预埋槽道技术受到国内各施工单位的重视并被逐渐采用, 但是存在理论研究滞后于工程实际
应用的问题, 以某预埋槽道为研究对象, 进行了有限元分析和结构优化研究 …
应用的问题, 以某预埋槽道为研究对象, 进行了有限元分析和结构优化研究 …