Evaluation of elastic properties and lateral stiffness of multi-ribbed walls based on equivalent elastic model

J Sun, Y Jia, YL Mo - Engineering structures, 2014 - Elsevier
Multi-ribbed wall structure (MRWS) is a new structural system developed in recent years,
where multi-ribbed walls are primary load-resistant elements. This paper is focused on …

Beam element with a 3D response for shear effects

M Schulz - Journal of Engineering Mechanics, 2018 - ascelibrary.org
This paper presents a beam element for which the cross section remains neither plane nor
orthogonal to the beam axis. The cross section with arbitrary geometry is modeled by two …

Critical review of design procedures for reinforced concrete slabs as per IRC 112-2011

J Chithra, P Nagarajan, AS Sajith… - Materials Science …, 2019 - Trans Tech Publ
Nowadays finite element software is used for the design and analysis of reinforced concrete
slabs. This paper intends to have a critical review based on a comparison study between the …

[HTML][HTML] An algorithm for the automatic design of concrete shell reinforcement

AB Colombo, JC Della Bella… - Revista IBRACON de …, 2014 - SciELO Brasil
An algorithm developed for the design of reinforcement in concrete shells is presented in
this text. The formulation and theory behind the development is shown, as well as results …

Nonlinear analysis of concrete shells including effects of normal and transverse shear stresses: Nichtlineare Analyse von Betonschalen unter Berücksichtigung der …

D Matešan, J Radnić, G Baloević… - Materialwissenschaft …, 2014 - Wiley Online Library
The previously developed numerical model of the authors for the analysis of conventional
reinforced and prestressed concrete shells under short‐term and long‐term loading was …

Skew decks in reinforced concrete bridges

BF Rocha, M Schulz - Revista IBRACON de Estruturas e Materiais, 2017 - SciELO Brasil
This research investigates reinforced concrete plates and shells with skew reinforcement
whose directions are not aligned with the principal internal forces. Two normal forces, one …

Design procedure for plane elements with skew reinforcement

M Schulz, E Silva de Seixas Oliveira - IABSE Symposium: Large …, 2010 - structurae.net
The paper presents a design procedure for plane elements with skew reinforcement. Such
concrete structures occur frequently in practice, and include shells and bridges of skew …

Um algoritmo para o dimensionamento automáticode cascas em concreto armado

AB Colombo, JC Della Bella… - Revista IBRACON de …, 2014 - SciELO Brasil
An algorithm developed for the design of reinforcement in concrete shells is presented in
this text. The formulation and theory behind the development is shown, as well as results …

Analysis of reinforced concrete beams by the equivalent section method

M Schulz, MPS d'Avila - arXiv preprint arXiv:1402.5339, 2014 - arxiv.org
This research investigates the analysis of reinforced concrete beams subjected to combined
axial load, bending moment and shear force. Cross-sections of general shape are divided …

[PDF][PDF] Skew decks in reinforced concrete bridges Lajes esconsas em pontes de concreto armado

BF ROCHA, M SCHULZ - 2017 - SciELO Brasil
Essa pesquisa investiga estruturas laminares de concreto armado com armaduras
esconsas e oblíquas em relação às solicitações. Duas forças normais, uma força tangencial …