Results 91 to 100 of about 1,142 (126)

Application of micro truss and strut and tie model for analysis and design of reinforced concrete structural elements [PDF]

Songklanakarin Journal of Science and Technology (SJST), 2010
Generally structural members can be broadly divided into two regions, namely B or Bernoulli regions where the strain distributions are linear, and D or disturbed regions where the strain distributions are nonlinear.
Praveen Nagarajan, U.B. Jayadeep, T.M.Madhavan Pillai   +2 more
doaj  

Analysis and design of a reinforced concrete wall with openings using strut-and-tie models

, 2018
U radu je prikazan proračun armiranobetonskog zida s nesimetrično razmaknutim otvorima po visini primjenom štapnih modela. Rad se sastoji od dva dijela.
Drakulović, Boris
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Behavior predictions of deep beams with short straight bar anchorages using strut-and-tie models and nonlinear analysis

Revista IBRACON de Estruturas e Materiais
This paper investigates the laboratory test results of 12 deep beams available in the literature, where the longitudinal reinforcement was anchored into the support using short straight bar anchorages.
R. A. SOUZA, S. BREÑA
doaj   +1 more source

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

Design of non-flexural components using strut and tie models

, 2003
In this paper, the design of non-flexural components using strut and tie models (STM) is presented. The proposed design procedure of STM is compliant with the British Standards.
Su, RKL, Chandler, AM, Wong, PCW
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Development of Strut-and-Tie Models in Deep Beams with Web Openings

, 2007
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 optimisation approach. By systematically eliminating inefficient materials from an over-designed
Guan, Hong, Doh, Jeung-Hwan
core   +1 more source

International Conference on Mechanics of Structures, Materials and Systems (1999) [PDF]

, 1999
This paper deals with the topology optimization of strut-and-tie models in non-flexural reinforced concrete members by using the Evolutionary Structural Optimization (ESO) method for plane stress continuum structures with displacement constraints.
Schmidt, L. C., Xie, Yi Min, Steven, Grant P., Liang, Qing Quan   +3 more
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Experimental verification of continuous deep beams with openings designed using strut-and-tie modelling

, 2009
This study investigates the applicability and reliability of the strut-and-tie modelling that is recommended by the ACI 318 Building Code (2002) for designing continuous deep beams with openings.
Li, Bing., Wu, T., T. Wu, B. Li
core   +1 more source

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

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
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