Results 51 to 60 of about 1,733 (215)
Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
Budownictwo i Architektura, 2014 The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results.
Tadeusz Urban , Jakub Krakowski
doaj +1 more source
Structural Concrete, EarlyView.Abstract The structural role of precast concrete walls with openings is often overlooked in design practice due to concerns about reduced stiffness, stress concentration, cracking around openings, and potential unexpected failure modes under seismic loading.
Gonçalo Marreneca +2 more
wiley +1 more source
ANALISIS DAN DESAIN BALOK TINGGI BETON BERTULANG DENGAN METODA STRUT AND TIE MODEL [PDF]
, 2017 Balok tinggi (deep beam) biasanya memikul beban yang besar dan aksi balok tinggi dapat dijumpai pada dinding pondasi (foundation wall), topi pancang (pile cap), dan dinding geser (shear wall) yang mengalami tegangan yang cukup besar pada elemen-elemennya.
NOVIAGUSTY, KUSUMA
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PENERAPAN STRUT AND TIE MODEL PADA PERANCANGAN PILE CAP FONDASI TIANG PANCANG [PDF]
, 2008 Strut and tie model adalah suatu perancangan struktur beton bertulang dengan membagi struktur menjadi daerah D (Disturb) dan daerah B (Bernoulli) dan menyelesaikannya dengan menggunakan model rangka batang ekivalen.
Fernandez, Hermina Gilda
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Optimized Design of Anchor Plates for 2200 MPa-Class Prestressing Anchorage Zones
BuildingsThe strength of prestressed steel strands has developed towards high strength, increasing from 1860 MPa to over 2200 MPa. The stress in the prestressed anchorage zone is more concentrated and complex, and the anchor plates for dispersed loads need to be ...
Xin Lu, Wanxu Zhu
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Reverse engineering strut‐and‐tie models for assessing reinforced concrete structures
Structural Concrete, EarlyView.Abstract Strut‐and‐tie models enable the design of reinforced concrete structures with static or geometrical discontinuities, providing interpretability and control over the load path. These models are valuable for designing discontinuity regions of new structures and for validating nonlinear finite‐element analysis results. However, developing a strut‐
Karin Yu, Walter Kaufmann
wiley +1 more source
Journal of Civil EngineeringStrut and tie model (STM) is more suitable to design the pierhead structures which resist high shear forces transferred from the girders. These pierhead structures behave like the disturbed regions as in reinforced concrete deep beam.
Bambang Piscesa, Tavio Tavio
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Structural Concrete, EarlyView.Abstract In precast concrete structures, optimizing the design of corbels by considering the contributions of secondary reinforcement elements can significantly improve construction economy, especially when corbels are repeated multiple times. This paper proposes a strut‐and‐tie model for reinforced concrete corbels subjected to vertical and/or ...
Rejane Martins Fernandes Canha +3 more
wiley +1 more source
Strut-and-tie model for punching shear of concrete slabs
, 1995 The reinforced concrete slab system is an economical and popular structural slab system in building and offshore construction. A major concern of this system is localized punching shear failure at the slab-column interface.
Tiller, Richard W.
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Reliability analysis of strut-and-tie models for the design of deep beams according to NBR 6118 (2023) [PDF]
Revista IBRACON de Estruturas e MateriaisThe strut-and-tie method (STM) applied in the structural design of deep beams is a semi-probabilistic method, that does not take directly into account both the uncertainties associated with the variables involved and those inherent in the calculation ...
Paulo Henrique Staciarini +2 more
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