Results 41 to 50 of about 1,298 (216)
Numerical analyses of two-pile caps considering lateral friction between the piles and soil
Revista IBRACON de Estruturas e Materiais, 2021 : Pile caps are structural elements used to transfer loads from the superstructure to a group of piles. The design of caps is normally based on analytical formulations, considering the strut and tie method. Through the advance of computational technology,
Rodrigo Gustavo Delalibera +1 more
doaj +1 more source
Análise experimental de bloco de fundação sobre duas estacas, sob carga centrada, para estruturas pré-fabricadas [PDF]
, 2007 Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro Tecnológico. Programa de Pós-graduação em Engenharia CivilEste trabalho analisa e discute o comportamento de blocos de fundação para estruturas pré-fabricadas de concreto sobre duas ...
Campos, Leonardo Alves de
core
Time‐Variant Seismic Fragility of Reinforced Concrete Bridge Piers Considering Degradation Phenomena
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT Aging and environmental exposure progressively deteriorate the physical and mechanical properties of construction materials, thereby affecting the safety and functionality of existing infrastructure. Corrosion of steel rebars in reinforced concrete structures is widely acknowledged as the most common and detrimental degradation phenomenon, as ...
Paolo Andrea Miglietta +4 more
wiley +1 more source
Experimental results and limit load analysis by the strut-and-tie method (STM) in deep beams with notches and openings [PDF]
Revista IBRACON de Estruturas e MateriaisThis article presents experimental results of eight non-aligned, non-geometrically symmetrical deep beams with notches and openings. The variables considered in the study were the presence of web reinforcement, and the geometry of the deep beams.
Izabel Castro de Abreu Neta +3 more
doaj +1 more source
Strut elaboration in strut-and-tie model
Constructii: 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. The effective compressive strength of strut has been a complex issue among researchers since emergence of STM.
Mohammad PANJEHPOUR +3 more
openaire +1 more source
Portal Hypertension &Cirrhosis, EarlyView.This preclinical study evaluated a novel controlled‐expansion expanded polytetrafluoroethylene (ePTFE)‐covered transjugular intrahepatic portosystemic shunt (TIPS) stent in 11 swine, demonstrating 100% technical success, excellent deployability, and durable 6‐month angiographic patency without thrombosis, migration, fracture, or device‐related toxicity.
Yi Xiang +15 more
wiley +1 more source
Analysis and design of reinforced concrete deep beams using the stress fields method
Acta Scientiarum: Technology, 2017 Bernoulli's hypothesis facilitates the understanding of some structural elements. However, this hypothesis cannot be applied for some special regions, denominated `D regions´ or `Discontinuity regions´.
Marcos Vinicius Gil Silveira +1 more
doaj +1 more source
Structural Analysis and Design of Reinforced Concrete Bridge Corbels
Applied Sciences, 2020 Post-installed systems for the anchorage of safety barriers to bridge corbels are widely used today thanks to their flexibility and easiness of installation.
Sara Cattaneo +2 more
doaj +1 more source
Structural Concrete, EarlyView.Abstract The use of fiber reinforced concrete (FRC) in precast tunnel segments is among the most established and representative applications of this material. Over the past two decades, numerous tunnel linings were constructed with partial or total substitution of conventional steel reinforcement by fibers, this yielding to quantifiable benefits in ...
Vladimir Rusanov +4 more
wiley +1 more source
, 2000 This paper presents a performance based evolutionary topology optimization method for automatically generating optimal strut-and-tie models in reinforced concrete structures with displacement constraints.
Xie, Yi Min +2 more
core +1 more source