Results 101 to 110 of about 1,140 (131)

The influence of connecting pile cap-column in the mechanisms of break in the two pile caps

Revista IBRACON de Estruturas e Materiais
The paper analyzes the two pile caps with partially embedded socket and subject a center load. Three models were experimentally tested, varying the type of conformation of the column and walls of the socket, with a smooth, the other rough, and a ...
A. C. MESQUITA, A. S. ROCHA, R. G. DELALIBERA, W. A. DA SILVA   +3 more
doaj   +1 more source

Enhanced strut-and-tie model for reinforced concrete pile caps

, 2017
Strut-and-tie models provide a simple and rational way to design discontinuity regions in reinforced concrete structures. However, when it comes to three-dimensional concrete elements such as pile caps, enhancements are needed to ensure a reliable and ...
Rempling, Rasmus, Mathern, Alexandre, Kettil, Per, Svahn, Per-Ola, Chantelot, Gautier, Engstr\uf6m, Bj\uf6rn   +5 more
core  

Strut and tie model for concrete beams

, 2009
The strut-and-tie model was developed in 1899 and was first used in the calculations of the concrete members experiencing both shear and torsion. As the strut-and-tie model design became more frequently used, the strut-and-tie model was further applied ...
Chen, Limin.
core  

Variation analysis effects of square and rectangular columns section with different longitudinal reinforcement rates in the main reinforcement two pile caps analysis

Revista IBRACON de Estruturas e Materiais
The transition between the columns of building and foundation had been used the pile-cap structural elements. The most appropriate method for the pile caps design is the Strut and Tie model.
F. S. MUNHOZ, J.S. GIONGO
doaj   +1 more source

Data supporting - Strut-and-tie models for deteriorated reinforced concrete half joints, Desnerck, Lees & Morley

This is the data supporting the publication - Strut-and-tie models for deteriorated reinforced concrete half joints, Desnerck, Lees & Morley to be published in Engineering ...
,, Desnerck, PRH, Lees, JM, Morley, C
core  

Analysis of shear resisting actions by means of optimization of strut and tie models taking into account crack patterns

The shear resisting actions in reinforced concrete elements without transverse reinforcement is analyzed by means of optimized strut-and-tie models with concrete ties. Biaxial failure criteria are used for uncracked and cracked regions.
Marí Bernat, Antonio Ricardo, Cladera Bohigas, Antoni, Bairán García, Jesús Miguel   +2 more
core  

Nonlinear structural analysis using strut-and-tie models

, 2005
Increasing popularity of the strut-and-tie methodology among research communities and practising engineers is due to its rational analytical approach and its superiority, compared to the conventionally employed empirical methods for analysing disturbed ...
To, Nicholas Hin Tai
core  

Enhanced strut-and-tie model for reinforced concrete pile caps [Elektronisk resurs]

, 2017
Strut-and-tie models provide a simple and rational way to design discontinuity regions in reinforced concrete structures. However, when it comes to three-dimensional concrete elements such as pile caps, enhancements are needed to ensure a reliable and ...
Rempling, Rasmus,, Mathern, Alexandre,, Chantelot, Gautier,, Kettil, Per,, Svahn, Per-Ola,, Engström, Björn,   +5 more
core  

Strut-and-Tie Models of Deep Beams Influenced by Size and Location of Web Openings – An Optimization Approach

, 2006
The strut-and-tie models of a total of fourteen (14) concrete deep beams with varying size and location of web openings are developed herein using a topology optimization approach. By systematically eliminating inefficient materials from an over-designed
Guan, H, Eurviriyanukul, S, Loo, YC
core  

0-6953: Strut-and-Tie Modeling and Design of Drilled Shaft Footings [Project Summary]

US Transportation Collection2021PDFBriefBayrak, OguzhanYi, YousunKim, HyunsuBoehm, Ryan AWebb, Zachary DWang, Hwa-ChingChoi, JongkwonMurcia-Delso, JuanHrynyk, Trevor DUniversity of Texas at Austin.

core