Matches in SemOpenAlex for { <https://semopenalex.org/work/W1985488075> ?p ?o ?g. }
Showing items 1 to 87 of
87
with 100 items per page.
- W1985488075 endingPage "3638" @default.
- W1985488075 startingPage "3611" @default.
- W1985488075 abstract "The paper presents mathematical models and solution algorithms for RC pile design, through scanning soil stratums from top to downwards with an interactive scanner band. The equilibrium of transferred loads from the superstructure, friction forces and tip bearing forces are considered for the design, which leads to optimum pile length. The most important contribution of this research for designers is supplying an efficient tool to obtain optimum pile length and reinforced concrete design of pile foundation systems. A program package has been developed in MATLAB depending on the proposed algorithm. Soil behaviors depending on external effects, active and passive zone distributions are considered. All possible effects in all freedom degrees are taken into account in design process. Stress and strain distributions due to axial loads, bending moments, shear forces and torsional moments may be monitored. The optimum pile length, cross section dimension and reinforcement details may be found by using developed algorithm. In this study, a dynamic layer object has been produced to find optimum pile length. In solution process, this layer is compressed to a scanner band to find more optimal pile length. This scanner band moves from up to down and stops whenever optimum length is found. During this movement, all bearing capacity controls are carried out considering soil effects. Reinforced concrete design is also achieved depending on external loads. The flowcharts and computer codes developed for pile design is presented in the paper in detail. Finally, numerical solutions of axially and multi-loaded piles as deep foundation systems are presented. The design procedure of given examples are demonstrated through the proposed algorithms. The optimum length, cross section dimension and reinforcement details are presented." @default.
- W1985488075 created "2016-06-24" @default.
- W1985488075 creator A5088848353 @default.
- W1985488075 date "2011-07-01" @default.
- W1985488075 modified "2023-09-24" @default.
- W1985488075 title "Mathematical models and solution algorithms for computational design of RC piles under structural effects" @default.
- W1985488075 cites W1974746449 @default.
- W1985488075 cites W1979291982 @default.
- W1985488075 cites W1982265064 @default.
- W1985488075 cites W2006048418 @default.
- W1985488075 cites W2011800019 @default.
- W1985488075 cites W2015232788 @default.
- W1985488075 cites W2026184828 @default.
- W1985488075 cites W2034083211 @default.
- W1985488075 cites W2035955008 @default.
- W1985488075 cites W2047212296 @default.
- W1985488075 cites W2064305803 @default.
- W1985488075 cites W2067420753 @default.
- W1985488075 cites W2075842237 @default.
- W1985488075 cites W2076950715 @default.
- W1985488075 cites W2078753630 @default.
- W1985488075 cites W2084213862 @default.
- W1985488075 cites W2086038307 @default.
- W1985488075 cites W2087989531 @default.
- W1985488075 cites W2091753024 @default.
- W1985488075 cites W2155933726 @default.
- W1985488075 doi "https://doi.org/10.1016/j.apm.2011.01.037" @default.
- W1985488075 hasPublicationYear "2011" @default.
- W1985488075 type Work @default.
- W1985488075 sameAs 1985488075 @default.
- W1985488075 citedByCount "6" @default.
- W1985488075 countsByYear W19854880752014 @default.
- W1985488075 countsByYear W19854880752016 @default.
- W1985488075 countsByYear W19854880752017 @default.
- W1985488075 countsByYear W19854880752020 @default.
- W1985488075 countsByYear W19854880752023 @default.
- W1985488075 crossrefType "journal-article" @default.
- W1985488075 hasAuthorship W1985488075A5088848353 @default.
- W1985488075 hasConcept C11413529 @default.
- W1985488075 hasConcept C119560385 @default.
- W1985488075 hasConcept C119857082 @default.
- W1985488075 hasConcept C127413603 @default.
- W1985488075 hasConcept C154945302 @default.
- W1985488075 hasConcept C166957645 @default.
- W1985488075 hasConcept C186394612 @default.
- W1985488075 hasConcept C199978012 @default.
- W1985488075 hasConcept C2780966255 @default.
- W1985488075 hasConcept C35377427 @default.
- W1985488075 hasConcept C41008148 @default.
- W1985488075 hasConcept C66938386 @default.
- W1985488075 hasConcept C70673446 @default.
- W1985488075 hasConcept C95457728 @default.
- W1985488075 hasConceptScore W1985488075C11413529 @default.
- W1985488075 hasConceptScore W1985488075C119560385 @default.
- W1985488075 hasConceptScore W1985488075C119857082 @default.
- W1985488075 hasConceptScore W1985488075C127413603 @default.
- W1985488075 hasConceptScore W1985488075C154945302 @default.
- W1985488075 hasConceptScore W1985488075C166957645 @default.
- W1985488075 hasConceptScore W1985488075C186394612 @default.
- W1985488075 hasConceptScore W1985488075C199978012 @default.
- W1985488075 hasConceptScore W1985488075C2780966255 @default.
- W1985488075 hasConceptScore W1985488075C35377427 @default.
- W1985488075 hasConceptScore W1985488075C41008148 @default.
- W1985488075 hasConceptScore W1985488075C66938386 @default.
- W1985488075 hasConceptScore W1985488075C70673446 @default.
- W1985488075 hasConceptScore W1985488075C95457728 @default.
- W1985488075 hasIssue "7" @default.
- W1985488075 hasLocation W19854880751 @default.
- W1985488075 hasOpenAccess W1985488075 @default.
- W1985488075 hasPrimaryLocation W19854880751 @default.
- W1985488075 hasRelatedWork W1973055582 @default.
- W1985488075 hasRelatedWork W1985488075 @default.
- W1985488075 hasRelatedWork W2349063145 @default.
- W1985488075 hasRelatedWork W2354072996 @default.
- W1985488075 hasRelatedWork W2361558589 @default.
- W1985488075 hasRelatedWork W2367752932 @default.
- W1985488075 hasRelatedWork W2369821075 @default.
- W1985488075 hasRelatedWork W2376839303 @default.
- W1985488075 hasRelatedWork W2381821681 @default.
- W1985488075 hasRelatedWork W2381939916 @default.
- W1985488075 hasVolume "35" @default.
- W1985488075 isParatext "false" @default.
- W1985488075 isRetracted "false" @default.
- W1985488075 magId "1985488075" @default.
- W1985488075 workType "article" @default.