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Analysis of confined masonry with Strut and Tie models [PDF]

open access: yesMATEC Web of Conferences, 2020
Strut & Tie (S-T) models are used quite commonly for the analysis of reinforced concrete structures and in the calculation of masonry structures. Creating the S-T model of the confined masonry is slightly different from models of reinforced concrete or ...
Drobiec Łukasz   +2 more
doaj   +2 more sources

Strut elaboration in strut-and-tie model [PDF]

open access: yesConstructii: Journal of Civil Engineering Research, 2012
The Strut-and-Tie Model (STM) has been incorporated into the codes and standards because of its consistency and rationality since last decade. However, it has encountered few challenges whilst its implementation.
Mohammad PANJEHPOUR   +3 more
doaj   +1 more source

Design criteria for unified strut and tie models [PDF]

open access: yesProgress in Structural Engineering and Materials, 2001
AbstractIn the past two decades, the concept of strut and tie models (STM) has been used as one of the most popular and rational approaches for the design of non‐flexural members of reinforced concrete structures. Design guidelines based mainly on technology from past decades are given in many national codes.
Su, KL, Chandler, AM
openaire   +5 more sources

Refinement of Strut-and-Tie Model for Reinforced Concrete Deep Beams. [PDF]

open access: yesPLoS ONE, 2015
Deep beams are commonly used in tall buildings, offshore structures, and foundations. According to many codes and standards, strut-and-tie model (STM) is recommended as a rational approach for deep beam analyses.
Mohammad Panjehpour   +2 more
doaj   +5 more sources

Research on Strut-and-Tie Models of Beam-Column Connections by Topology Optimization based on Moving Morphable Components

open access: yesTaiyuan Ligong Daxue xuebao, 2021
It is of great theoretical and practical significance to study the strut-and-tie models of beam-column connections. In this paper, an explicit topology optimization based on moving morphable components was used to analyze the strut-and-tie models, which ...
Wenzheng QIAO, Guorong CHEN, Guoyun LU
doaj   +1 more source

Punching shear in flat slabs by strut and tie model

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
Research on behavior of flat slabs under punching shear, performed by Kinnunen, Regan and Muttoni influenced the main design recommendations. Meanwhile, studies about strut and tie model developed by Schlaich for beams, deep beams and corbels also ...
Ricardo José Carvalho Silva   +4 more
doaj   +1 more source

ANALISIS ALTERNATIF DALAM MERANCANG BALOK TINGGI MENGGUNAKAN STRUT AND TIE MODEL

open access: yesTeras Jurnal: Jurnal Teknik Sipil, 2021
Abstrak   Perencanaan struktur beton biasanya dilakukan dengan berdasarkan asumsi dari Bernoulli dan Navier untuk menganalisis penampang akibat momen lentur.
Nisa Luthfiana, Yulita Arni Priastiwi
doaj   +1 more source

STRUT AND TIE MODEL STRUKTUR BALOK TINGGI BERLUBANG

open access: yesTeras Jurnal: Jurnal Teknik Sipil, 2021
Abstrak   Mendesain suatu bangunan tingkat tinggi dengan tidak menggunakan plafon dibutuhkan perencanaan yang ekonomis tanpa mengurangi kekuatan dan keindahan dari bangunan tersebut. Balok tinggi berlubang dengan material struktur beton digunakan untuk
Kamila Shaomi Nazila   +2 more
doaj   +1 more source

A hybrid topology optimization method applied to reinforced concrete structures using polygonal finite elements [PDF]

open access: yesRevista IBRACON de Estruturas e Materiais, 2023
This work introduces a new alternative to obtain strut-and-tie models using the hybrid topology optimization method, which is already proposed in the technical literature and is refined here to use polygonal finite elements and accelerate the solution of
Paulo Vinicius Costa Rodrigues   +1 more
doaj   +1 more source

Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
Reinforced concrete short corbels are components characterized to represent typical conditions of geometrical and static discontinuity. In general, the classical bending theory is not valid for their design.
Matheus Barbosa Moreira Cedrim   +2 more
doaj   +1 more source

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