FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200407107> ?p ?o ?g. }

• W4200407107 abstract "Durations are defined as an essential component of the three primary characteristics of strong earthquakes, which exhibit a remarkable influence on the damage characteristics of a concrete dam body. However, when considering the distinctive definitions of a strong motion duration, the influence of several durations on the seismic analysis of gravity dams remains unclear. In addition, there is no specific conclusion on the optimal choice for the duration of a strong ground motion. The endurance time analysis (ETA) method, which is a high-efficiency seismic performance method, is widely used, because of the high precision and low computation effort when calculating the dynamic responses of structures. However, when using this method it is almost impossible to account for any one type of duration contribution. Therefore, a modified ETA algorithm to correct duration effects will be proposed in this paper based on the three existing types of durations, such as bracketed (Tb), uniform (Tu), and significant (Ts) durations. The dynamic response will be further corrected using a modified ETA method in the numerical application to the Koyna concrete gravity dam, which is one of the largest dams in Maharashtra state, India. A group of 20 endurance time acceleration functions (ETAFs) and 10 sets of two-dimensional (2D) artificial waves with three total durations will be synthesized through the same site design acceleration spectrum. Three types of indices that include the dissipation energy, damage, and deformation indices will be used to measure the seismic performance. The nonlinear analysis results will be compared with those from the ETA and quantitative analysis methods, which show that the modified ETA method could provide an effective estimation to monitor earthquake resistance and structural seismic performance with a certain safety margin. The influence of the duration of a strong ground motion could be considered in the modified ETA method, which could be further applied in practical engineering." @default.
• W4200407107 created "2021-12-31" @default.
• W4200407107 creator A5030902395 @default.
• W4200407107 creator A5031214151 @default.
• W4200407107 creator A5034776297 @default.
• W4200407107 creator A5035620169 @default.
• W4200407107 date "2022-02-01" @default.
• W4200407107 modified "2023-09-27" @default.
• W4200407107 title "A Modified Endurance Time Analysis Algorithm to Correct Duration Effects for a Concrete Gravity Dam" @default.
• W4200407107 cites W1924739246 @default.
• W4200407107 cites W1963564655 @default.
• W4200407107 cites W1970356567 @default.
• W4200407107 cites W1974056985 @default.
• W4200407107 cites W1976259253 @default.
• W4200407107 cites W1982304877 @default.
• W4200407107 cites W1996169058 @default.
• W4200407107 cites W1998806251 @default.
• W4200407107 cites W1999033734 @default.
• W4200407107 cites W2000527041 @default.
• W4200407107 cites W2001166029 @default.
• W4200407107 cites W2006731592 @default.
• W4200407107 cites W2015372205 @default.
• W4200407107 cites W2019004578 @default.
• W4200407107 cites W2026725286 @default.
• W4200407107 cites W2029531173 @default.
• W4200407107 cites W2029714403 @default.
• W4200407107 cites W2039436412 @default.
• W4200407107 cites W2059358994 @default.
• W4200407107 cites W2070238662 @default.
• W4200407107 cites W2071989321 @default.
• W4200407107 cites W2078494047 @default.
• W4200407107 cites W2082179468 @default.
• W4200407107 cites W2132102163 @default.
• W4200407107 cites W2141234150 @default.
• W4200407107 cites W2210095280 @default.
• W4200407107 cites W2283027053 @default.
• W4200407107 cites W2375984341 @default.
• W4200407107 cites W2482736468 @default.
• W4200407107 cites W2790511822 @default.
• W4200407107 cites W2795214817 @default.
• W4200407107 cites W2885282455 @default.
• W4200407107 cites W3006490774 @default.
• W4200407107 cites W3127799188 @default.
• W4200407107 cites W3155224461 @default.
• W4200407107 cites W3168310196 @default.
• W4200407107 doi "https://doi.org/10.1061/(asce)gm.1943-5622.0002269" @default.
• W4200407107 hasPublicationYear "2022" @default.
• W4200407107 type Work @default.
• W4200407107 citedByCount "4" @default.
• W4200407107 countsByYear W42004071072022 @default.
• W4200407107 countsByYear W42004071072023 @default.
• W4200407107 crossrefType "journal-article" @default.
• W4200407107 hasAuthorship W4200407107A5030902395 @default.
• W4200407107 hasAuthorship W4200407107A5031214151 @default.
• W4200407107 hasAuthorship W4200407107A5034776297 @default.
• W4200407107 hasAuthorship W4200407107A5035620169 @default.
• W4200407107 hasConcept C112758219 @default.
• W4200407107 hasConcept C11413529 @default.
• W4200407107 hasConcept C117896860 @default.
• W4200407107 hasConcept C121332964 @default.
• W4200407107 hasConcept C127313418 @default.
• W4200407107 hasConcept C127413603 @default.
• W4200407107 hasConcept C135402231 @default.
• W4200407107 hasConcept C135628077 @default.
• W4200407107 hasConcept C158622935 @default.
• W4200407107 hasConcept C182358397 @default.
• W4200407107 hasConcept C24890656 @default.
• W4200407107 hasConcept C2779318173 @default.
• W4200407107 hasConcept C2780009758 @default.
• W4200407107 hasConcept C33923547 @default.
• W4200407107 hasConcept C41008148 @default.
• W4200407107 hasConcept C45374587 @default.
• W4200407107 hasConcept C62520636 @default.
• W4200407107 hasConcept C66938386 @default.
• W4200407107 hasConcept C74650414 @default.
• W4200407107 hasConcept C77088390 @default.
• W4200407107 hasConcept C97355855 @default.
• W4200407107 hasConceptScore W4200407107C112758219 @default.
• W4200407107 hasConceptScore W4200407107C11413529 @default.
• W4200407107 hasConceptScore W4200407107C117896860 @default.
• W4200407107 hasConceptScore W4200407107C121332964 @default.
• W4200407107 hasConceptScore W4200407107C127313418 @default.
• W4200407107 hasConceptScore W4200407107C127413603 @default.
• W4200407107 hasConceptScore W4200407107C135402231 @default.
• W4200407107 hasConceptScore W4200407107C135628077 @default.
• W4200407107 hasConceptScore W4200407107C158622935 @default.
• W4200407107 hasConceptScore W4200407107C182358397 @default.
• W4200407107 hasConceptScore W4200407107C24890656 @default.
• W4200407107 hasConceptScore W4200407107C2779318173 @default.
• W4200407107 hasConceptScore W4200407107C2780009758 @default.
• W4200407107 hasConceptScore W4200407107C33923547 @default.
• W4200407107 hasConceptScore W4200407107C41008148 @default.
• W4200407107 hasConceptScore W4200407107C45374587 @default.
• W4200407107 hasConceptScore W4200407107C62520636 @default.
• W4200407107 hasConceptScore W4200407107C66938386 @default.
• W4200407107 hasConceptScore W4200407107C74650414 @default.
• W4200407107 hasConceptScore W4200407107C77088390 @default.
• W4200407107 hasConceptScore W4200407107C97355855 @default.
• W4200407107 hasIssue "2" @default.
• W4200407107 hasLocation W42004071071 @default.

• next