[图书][B] Performance-based assessment and design of squat reinforced concrete shear walls

CK Gulec - 2009 - search.proquest.com
Reinforced concrete walls with a ratio of height to length of less than two are important
structural components in many commercial buildings and nearly all safety-related nuclear …

[PDF][PDF] Computationally efficient 3D finite element modeling of RC structures

G Markou, M Papadrakakis - Computers and Concrete, 2013 - researchgate.net
A detailed finite element modeling is presented for the simulation of the nonlinear behavior
of reinforced concrete structures which manages to predict the nonlinear behavior of four …

Numerical prediction of the response of a squat shear wall subjected to monotonic loading

C Damoni, B Belletti, R Esposito - European Journal of …, 2014 - Taylor & Francis
In this paper, the behaviour of a squat shear wall is investigated. The study fits into the
experimental programme driven by CEOS. fr on modelling of the behaviour of reinforced …

Influence of openings on seismic performance of masonry building walls

M Shariq, H Abbas, H Irtaza, M Qamaruddin - Building and Environment, 2008 - Elsevier
In the present study, finite element analysis has been carried out for a single storey one-
room masonry building with different aspect ratios and with different positions of openings in …

Triaxial concrete constitutive model for simulation of composite plate shear wall–concrete encased: THUC3

JJ Wang, C Liu, JS Fan, JF Hajjar… - Journal of Structural …, 2019 - ascelibrary.org
A new triaxial constitutive model [Tsinghua University Concrete Three-dimensional
(THUC3)] of concrete was developed for high-fidelity finite-element (FE) simulation of …

Cracking analysis of RC members using polynomial strain distribution function

HG Kwak, JY Song - Engineering Structures, 2002 - Elsevier
In this paper, an analytical model which can simulate the post-cracking behavior and tension
stiffening effect in a reinforced concrete (RC) tension member is proposed. Unlike the …

An efficient generation method of embedded reinforcement in hexahedral elements for reinforced concrete simulations

G Markou, M Papadrakakis - Advances in Engineering Software, 2012 - Elsevier
In this paper, an automatic procedure for the generation of embedded steel reinforcement
inside hexahedral finite elements is presented. The automatic mapping of the entire …

Impact Analysis of Concrete Structural Components.

A Murthy, GS Palani, NR Iyer - Defence Science Journal, 2010 - indianjournals.com
This paper presents an overview on the concrete structural components subjected to impact
loading. The review includes empirical formulae, analytical models, and numerical …

Nonlinear analysis of containment structure based on modified tendon model

HG Kwak, Y Kwon - Annals of Nuclear Energy, 2016 - Elsevier
This paper proposes a modified stress–strain relation for bonded internal tendon in
containment structures on the basis of the tension stiffening effect and the bond …

Numerical models for prestressing tendons in containment structures

HG Kwak, JH Kim - Nuclear engineering and design, 2006 - Elsevier
Two modified stress–strain relations for bonded and unbonded internal tendons are
proposed. The proposed relations can simulate the post-cracking behavior and tension …