FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3196551482> ?p ?o ?g. }

• W3196551482 endingPage "113067" @default.
• W3196551482 startingPage "113067" @default.
• W3196551482 abstract "The lateral restraint eccentricity and rotational restraint stiffness significantly influence the compressive membrane action (CMA) in reinforced concrete slabs. However, these two factors have rarely been studied and no analytical model considering them has been established. In addition, most analytical methods for evaluation of CMA were derived for slabs with constant thickness, even though slabs with variable depth are quite common in practice. Therefore, this paper develops analytical methods to predict the load capacities of laterally restrained slabs considering the effects of lateral restraint eccentricity, rotational restraint stiffness, and slab depth variation. Based on the compatibility conditions and equilibrium of forces, the axial forces and bending moments can be derived by solving equations as long as the deflection at the load application point is provided. Then the corresponding load can be determined and the load capacity of the slab can be obtained by iterative calculations. The proposed methods are then validated by comparing to finite element analysis and four groups of test results, in which the effects of lateral restraint eccentricity, rotational restraint stiffness, and slab depth variation are explicitly reflected. Finally, comprehensive parametric analyses are conducted by using the proposed models. The interaction effects of the design parameters on the CMA are revealed for slabs with strong and weak rotational restraints, respectively." @default.
• W3196551482 created "2021-09-13" @default.
• W3196551482 creator A5016944520 @default.
• W3196551482 creator A5073407416 @default.
• W3196551482 creator A5083805434 @default.
• W3196551482 creator A5087372334 @default.
• W3196551482 date "2021-11-01" @default.
• W3196551482 modified "2023-10-16" @default.
• W3196551482 title "Analytical models for load capacities of variable thickness reinforced concrete slabs considering compressive membrane action and boundary effects" @default.
• W3196551482 cites W1985906146 @default.
• W3196551482 cites W1993077605 @default.
• W3196551482 cites W2009657098 @default.
• W3196551482 cites W2031195988 @default.
• W3196551482 cites W2059491931 @default.
• W3196551482 cites W2143488752 @default.
• W3196551482 cites W2162372355 @default.
• W3196551482 cites W2190703726 @default.
• W3196551482 cites W2339049914 @default.
• W3196551482 cites W2521585793 @default.
• W3196551482 cites W2539363577 @default.
• W3196551482 cites W2790663098 @default.
• W3196551482 cites W2800073553 @default.
• W3196551482 cites W2806950484 @default.
• W3196551482 cites W2943711649 @default.
• W3196551482 cites W3007710045 @default.
• W3196551482 cites W3012202391 @default.
• W3196551482 cites W3044078176 @default.
• W3196551482 cites W3112085628 @default.
• W3196551482 cites W3113239809 @default.
• W3196551482 doi "https://doi.org/10.1016/j.engstruct.2021.113067" @default.
• W3196551482 hasPublicationYear "2021" @default.
• W3196551482 type Work @default.
• W3196551482 sameAs 3196551482 @default.
• W3196551482 citedByCount "4" @default.
• W3196551482 countsByYear W31965514822021 @default.
• W3196551482 countsByYear W31965514822023 @default.
• W3196551482 crossrefType "journal-article" @default.
• W3196551482 hasAuthorship W3196551482A5016944520 @default.
• W3196551482 hasAuthorship W3196551482A5073407416 @default.
• W3196551482 hasAuthorship W3196551482A5083805434 @default.
• W3196551482 hasAuthorship W3196551482A5087372334 @default.
• W3196551482 hasConcept C105795698 @default.
• W3196551482 hasConcept C113740112 @default.
• W3196551482 hasConcept C117251300 @default.
• W3196551482 hasConcept C121332964 @default.
• W3196551482 hasConcept C127413603 @default.
• W3196551482 hasConcept C134306372 @default.
• W3196551482 hasConcept C135628077 @default.
• W3196551482 hasConcept C17744445 @default.
• W3196551482 hasConcept C182310444 @default.
• W3196551482 hasConcept C190538878 @default.
• W3196551482 hasConcept C192562407 @default.
• W3196551482 hasConcept C199539241 @default.
• W3196551482 hasConcept C2779372316 @default.
• W3196551482 hasConcept C2781355719 @default.
• W3196551482 hasConcept C33923547 @default.
• W3196551482 hasConcept C57879066 @default.
• W3196551482 hasConcept C66938386 @default.
• W3196551482 hasConcept C70673446 @default.
• W3196551482 hasConcept C74650414 @default.
• W3196551482 hasConceptScore W3196551482C105795698 @default.
• W3196551482 hasConceptScore W3196551482C113740112 @default.
• W3196551482 hasConceptScore W3196551482C117251300 @default.
• W3196551482 hasConceptScore W3196551482C121332964 @default.
• W3196551482 hasConceptScore W3196551482C127413603 @default.
• W3196551482 hasConceptScore W3196551482C134306372 @default.
• W3196551482 hasConceptScore W3196551482C135628077 @default.
• W3196551482 hasConceptScore W3196551482C17744445 @default.
• W3196551482 hasConceptScore W3196551482C182310444 @default.
• W3196551482 hasConceptScore W3196551482C190538878 @default.
• W3196551482 hasConceptScore W3196551482C192562407 @default.
• W3196551482 hasConceptScore W3196551482C199539241 @default.
• W3196551482 hasConceptScore W3196551482C2779372316 @default.
• W3196551482 hasConceptScore W3196551482C2781355719 @default.
• W3196551482 hasConceptScore W3196551482C33923547 @default.
• W3196551482 hasConceptScore W3196551482C57879066 @default.
• W3196551482 hasConceptScore W3196551482C66938386 @default.
• W3196551482 hasConceptScore W3196551482C70673446 @default.
• W3196551482 hasConceptScore W3196551482C74650414 @default.
• W3196551482 hasFunder F4320321001 @default.
• W3196551482 hasFunder F4320321572 @default.
• W3196551482 hasFunder F4320328707 @default.
• W3196551482 hasLocation W31965514821 @default.
• W3196551482 hasOpenAccess W3196551482 @default.
• W3196551482 hasPrimaryLocation W31965514821 @default.
• W3196551482 hasRelatedWork W2029251104 @default.
• W3196551482 hasRelatedWork W2114567235 @default.
• W3196551482 hasRelatedWork W2262824164 @default.
• W3196551482 hasRelatedWork W2349064774 @default.
• W3196551482 hasRelatedWork W2351008019 @default.
• W3196551482 hasRelatedWork W2352380072 @default.
• W3196551482 hasRelatedWork W2370986896 @default.
• W3196551482 hasRelatedWork W2381438901 @default.
• W3196551482 hasRelatedWork W2388297725 @default.
• W3196551482 hasRelatedWork W2515467626 @default.
• W3196551482 hasVolume "246" @default.
• W3196551482 isParatext "false" @default.
• W3196551482 isRetracted "false" @default.

• next