Results 1 to 10 of about 25,310 (191)

Vibration serviceability limit state of pedestrian bridges [PDF]

open access: yesGrađevinski Materijali i Konstrukcije, 2021
Modern conustructions of pedestrian bridges must satisfy functional and increasingly complex architectural requirements. In order to achieve the attractive design of pedestrian bridges, modern constructions generally differ from older, conventional ...
Ramoul Adam, Spremić Milan
doaj   +4 more sources

Performance Improvement of a Fiber-Reinforced Polymer Bar for a Reinforced Sea Sand and Seawater Concrete Beam in the Serviceability Limit State [PDF]

open access: yesSensors, 2019
Fiber-reinforced polymer (FRP) has supreme resistance to corrosion and can be designed with optic fibers. FRP can be an alternative to steel reinforcement for concrete structures, and can serve as a sensor for smart concrete structures.
Jiafei Jiang   +3 more
doaj   +2 more sources

MODELLING OF PEDESTRIAN-INDUCED LOAD IN SERVICEABILITY LIMIT STATE ANALYSIS OF FOOTBRIDGES

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2022
The last few decades new trends in the design of pedestrian bridges have resulted in lighter and more slender structures. This leads to a reduction in natural frequencies and increased flexibility, and thus a greater possibility for structures to become ...
Marija Spasojević Šurdilović   +3 more
doaj   +1 more source

Optimal configuration of RC frames considering ultimate and serviceability limit state constraints

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
Most current structural design codes are based on the concept of limit states, that is, when a structure fails to meet one of its purposes, it is said that it has reached its limit state.
Marcela Alejandra Juliani   +1 more
doaj   +1 more source

Load carrying capacity of masonry arch railway bridges at the serviceability limit state

open access: yesActa Polytechnica, 2022
This article focuses on masonry arch railway bridges. The main topic is the algorithm, which was developed for the purpose of a non-linear arch bridge analysis.
Marek Vokál, Michal Drahorád
doaj   +1 more source

Full-Scale Test and Bearing Capacity Evaluation of Large Diameter Prestressed Concrete Cylinder Pipe under Internal Water Pressure

open access: yesBuildings, 2022
In practical applications, the safe operation of large-diameter prestressed concrete cylinder pipes (PCCPs) depends on the loading performance under internal water pressure.
Fulai Qu   +5 more
doaj   +1 more source

Review of Methodologies for Displacement Checks in Modern Seismic Design Codes

open access: yesBuildings, 2023
This review paper discusses the procedures for evaluating the design displacement given in various design codes from seismically prone countries around the world (the United States, New Zealand, Chile, Japan, Greece, Italy, Iran, India, Turkey, and ...
Florin Pavel, Radu Vacareanu
doaj   +1 more source

The load bearing capacity of railway masonry arch bridges [PDF]

open access: yes, 2018
This paper deals with the way of calculating the load-bearing capacity of masonry arch railway bridges. It reviews the basic aspects of structural behaviour of these bridges, such as material non-linearity of masonry and interaction with the soil ...
Drahorád, Michal, Vokál, Marek
core   +3 more sources

Probabilistic assessment of API casing strength in serviceability limit state

open access: yesJournal of Petroleum Exploration and Production Technology, 2020
This paper addresses the probabilistic analysis of casing tubulars, regarding the failure modes defined in API 5C3 code, which refers to the violation of elastic regime due to internal and external pressures, and axial force.
L. P. Gouveia   +5 more
doaj   +1 more source

Fluid - Structure - Soil Interaction of Cylindrical Liquid Storage Tank Subjected to Horizontal Earthquake Loading [PDF]

open access: yes, 2019
Shallow founded tanks are strategic structures used to store a variety of kind of liquids. The fluid develops hydrodynamic effect on solid domain of container during an earthquake. This paper provides the theoretical background for numerical model on
Harabinová, Slávka   +4 more
core   +1 more source

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