Results 11 to 20 of about 3,932 (298)

SERVICEABILITY LIMIT STATE PARAMETERS FOR HIGH STRENGTH CONCRETE STRUCTURES

open access: yesInternational Journal for Computational Civil and Structural Engineering
High-strength concrete structures become more and more widespread in construction practice due to certain advantages. At the same time the current Russian and foreign standards for the design of reinforced high-strength concrete structures are not ...
Vladimir Kolchunov, Sergei Fedorov
doaj   +3 more sources

Serviceability limit state design of deep foundations

open access: yesGéotechnique, 2014
Although the settlement of deep foundations (piles) is not generally a concern if the piles are driven to refusal, settlement can become a design issue if no stiff substratum is encountered. This paper investigates the reliability-based design factors required for the serviceability limit state design of deep foundations.
Naghibi, F.   +2 more
openaire   +3 more sources

Optimal Design of Bubble Deck Concrete Slabs: Serviceability Limit State. [PDF]

open access: yesMaterials (Basel), 2023
In engineering practice, one can often encounter issues related to optimization, where the goal is to minimize material consumption and minimize stresses or deflections of the structure.
Gajewski T, Staszak N, Garbowski T.
europepmc   +2 more sources

A Modified Trilinear Post-Cracking Model for Fiber-Reinforced Concrete to Improve the Evaluation of the Serviceability Limit State Performance. [PDF]

open access: yesMaterials (Basel)
An accurate constitutive model for fiber-reinforced concrete (FRC) is fundamental for analyzing and designing FRC structures. The recently released fib Model Code 2020 (MC2020) includes significant modifications to the tensile constitutive model for FRC,
Zhang F   +4 more
europepmc   +2 more sources

Behavior of precast reinforced concrete columns subjected to monotonic short-term loading

open access: yesFracture and Structural Integrity, 2019
This paper presents a case study on the behaviour of precast reinforced columns with non-conventional cross-section. An experimental program was developed to verify the serviceability and ultimate limit states of these columns, loaded with eccentric ...
S. S. R. Pereira   +4 more
doaj   +3 more sources

Stress-strain state of a glass panel with adhesive point fixings [PDF]

open access: yesИнженерно-строительный журнал, 2019
The article is devoted to the study on the bearing capacity of the glazing with adhesive point fixings. This article provides evaluation of such factors as applied load, edge distance, panel thickness and number of point fixtures and their influence on ...
E.N. Gerasimova   +3 more
doaj   +1 more source

Design of cross-laminated timber (CLT) floors for human-induced vibrations [PDF]

open access: yesGrađevinski Materijali i Konstrukcije, 2023
Cross-laminated timber (CLT) is an innovative engineering wood product made by gluing layers of solid timber boards placed in an orthogonally alternating orientation to the neighbouring layers.
Simović Nađa   +2 more
doaj  

Direct Design and Assessment of the Limit States of Steel Planar Frames Using CSD Advanced Analysis

open access: yesArchives of Civil Engineering, 2018
This paper is entirely devoted to practical aspects of direct design and assessment of safety and serviceability of steel planar framework using advanced analysis.
Barszcz A. M.
doaj   +1 more source

Introduction to structural design of glass according to current European standards [PDF]

open access: yesArchives of Civil Engineering, 2022
Glass is a material commonly used in construction. The development of technology related to it, and the increase in knowledge concerning its mechanical and strength properties offer opportunities for glass to be applied as a structural material.
Anna Jóźwik
doaj   +1 more source

Implicit neural state functions in hybrid reliability analysis of plane frame [PDF]

open access: yesArchives of Civil Engineering, 2023
The objective of the article involves presenting innovative approach to the assessment of structural reliability analysis. The primary research method was the First Order Reliability Method (FORM).
Beata Potrzeszcz-Sut   +2 more
doaj   +1 more source

Home - About - Disclaimer - Privacy