An M/M/c/K State-Dependent Model for Pedestrian Flow Control and Design of Facilities
Publication Date
July 21, 2015
Journal
PLOS ONE
Authors
Khalidur Rahman, Noraida Abdul Ghani, Anton Abdulbasah Kamil, Adli Mustafa, et al
Volume
10
Issue
7
Pages
e0133229
DOI
https://dx.plos.org/10.1371/journal.pone.0133229
Publisher URL
http://journals.plos.org/plosone/article?id=10.1371%2Fjournal.pone.0133229
PubMed
http://www.ncbi.nlm.nih.gov/pubmed/26196124
PubMed Central
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC4511190
Europe PMC
http://europepmc.org/abstract/MED/26196124
Scopus
84941254674
Mendeley
http://www.mendeley.com/research/mmck-statedependent-model-pedestrian-flow-control-design-facilities
Events
Loading … Spinner

Mendeley | Further Information

{"title"=>"An M/M/c/K state-dependent model for pedestrian flow control and design of facilities", "type"=>"journal", "authors"=>[{"first_name"=>"Khalidur", "last_name"=>"Rahman", "scopus_author_id"=>"26639819400"}, {"first_name"=>"Noraida Abdul", "last_name"=>"Ghani", "scopus_author_id"=>"8846528500"}, {"first_name"=>"Anton Abdulbasah", "last_name"=>"Kamil", "scopus_author_id"=>"24481107300"}, {"first_name"=>"Adli", "last_name"=>"Mustafa", "scopus_author_id"=>"7101901665"}, {"first_name"=>"Md Ahmed Kabir", "last_name"=>"Chowdhury", "scopus_author_id"=>"56828757500"}], "year"=>2015, "source"=>"PLoS ONE", "identifiers"=>{"issn"=>"19326203", "scopus"=>"2-s2.0-84941254674", "pui"=>"605939128", "doi"=>"10.1371/journal.pone.0133229", "sgr"=>"84941254674", "pmid"=>"26196124"}, "id"=>"9800e26e-4c45-3ad7-ac2f-35023b8cfac1", "abstract"=>"Pedestrian overflow causes queuing delay and in turn, is controlled by the capacity of a facility. Flow control or blocking control takes action to avoid queues from building up to extreme values. Thus, in this paper, the problem of pedestrian flow control in open outdoor walking facilities in equilibrium condition is investigated using M/M/c/K queuing models. State dependent service rate based on speed and density relationship is utilized. The effective rate of the Poisson arrival process to the facility is determined so as there is no overflow of pedestrians. In addition, the use of the state dependent queuing models to the design of the facilities and the effect of pedestrian personal capacity on the design and the traffic congestion are discussed. The study does not validate the sustainability of adaptation of Western design codes for the pedestrian facilities in the countries like Bangladesh.", "link"=>"http://www.mendeley.com/research/mmck-statedependent-model-pedestrian-flow-control-design-facilities", "reader_count"=>6, "reader_count_by_academic_status"=>{"Unspecified"=>2, "Student > Doctoral Student"=>1, "Student > Postgraduate"=>2, "Professor > Associate Professor"=>1}, "reader_count_by_user_role"=>{"Unspecified"=>2, "Student > Doctoral Student"=>1, "Student > Postgraduate"=>2, "Professor > Associate Professor"=>1}, "reader_count_by_subject_area"=>{"Unspecified"=>2, "Engineering"=>1, "Nursing and Health Professions"=>2, "Decision Sciences"=>1}, "reader_count_by_subdiscipline"=>{"Engineering"=>{"Engineering"=>1}, "Decision Sciences"=>{"Decision Sciences"=>1}, "Nursing and Health Professions"=>{"Nursing and Health Professions"=>2}, "Unspecified"=>{"Unspecified"=>2}}, "group_count"=>0}

Scopus | Further Information

{"@_fa"=>"true", "link"=>[{"@_fa"=>"true", "@ref"=>"self", "@href"=>"https://api.elsevier.com/content/abstract/scopus_id/84941254674"}, {"@_fa"=>"true", "@ref"=>"author-affiliation", "@href"=>"https://api.elsevier.com/content/abstract/scopus_id/84941254674?field=author,affiliation"}, {"@_fa"=>"true", "@ref"=>"scopus", "@href"=>"https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84941254674&origin=inward"}, {"@_fa"=>"true", "@ref"=>"scopus-citedby", "@href"=>"https://www.scopus.com/inward/citedby.uri?partnerID=HzOxMe3b&scp=84941254674&origin=inward"}], "prism:url"=>"https://api.elsevier.com/content/abstract/scopus_id/84941254674", "dc:identifier"=>"SCOPUS_ID:84941254674", "eid"=>"2-s2.0-84941254674", "dc:title"=>"An M/M/c/K state-dependent model for pedestrian flow control and design of facilities", "dc:creator"=>"Rahman K.", "prism:publicationName"=>"PLoS ONE", "prism:eIssn"=>"19326203", "prism:volume"=>"10", "prism:issueIdentifier"=>"7", "prism:pageRange"=>nil, "prism:coverDate"=>"2015-07-21", "prism:coverDisplayDate"=>"21 July 2015", "prism:doi"=>"10.1371/journal.pone.0133229", "citedby-count"=>"0", "affiliation"=>[{"@_fa"=>"true", "affilname"=>"Shahjalal University of Science and Technology", "affiliation-city"=>"Sylhet", "affiliation-country"=>"Bangladesh"}], "pubmed-id"=>"26196124", "prism:aggregationType"=>"Journal", "subtype"=>"ar", "subtypeDescription"=>"Article", "article-number"=>"e0133229", "source-id"=>"10600153309", "openaccess"=>"1", "openaccessFlag"=>true}

Facebook

  • {"url"=>"http%3A%2F%2Fjournals.plos.org%2Fplosone%2Farticle%3Fid%3D10.1371%252Fjournal.pone.0133229", "share_count"=>1, "like_count"=>0, "comment_count"=>3, "click_count"=>0, "total_count"=>4}

Counter

  • {"month"=>"7", "year"=>"2015", "pdf_views"=>"14", "xml_views"=>"4", "html_views"=>"112"}
  • {"month"=>"8", "year"=>"2015", "pdf_views"=>"14", "xml_views"=>"2", "html_views"=>"90"}
  • {"month"=>"9", "year"=>"2015", "pdf_views"=>"8", "xml_views"=>"2", "html_views"=>"25"}
  • {"month"=>"10", "year"=>"2015", "pdf_views"=>"5", "xml_views"=>"0", "html_views"=>"33"}
  • {"month"=>"11", "year"=>"2015", "pdf_views"=>"3", "xml_views"=>"1", "html_views"=>"28"}
  • {"month"=>"12", "year"=>"2015", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"40"}
  • {"month"=>"1", "year"=>"2016", "pdf_views"=>"2", "xml_views"=>"0", "html_views"=>"36"}
  • {"month"=>"2", "year"=>"2016", "pdf_views"=>"5", "xml_views"=>"0", "html_views"=>"30"}
  • {"month"=>"3", "year"=>"2016", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"56"}
  • {"month"=>"4", "year"=>"2016", "pdf_views"=>"3", "xml_views"=>"0", "html_views"=>"68"}
  • {"month"=>"5", "year"=>"2016", "pdf_views"=>"9", "xml_views"=>"0", "html_views"=>"30"}
  • {"month"=>"6", "year"=>"2016", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"30"}
  • {"month"=>"7", "year"=>"2016", "pdf_views"=>"1", "xml_views"=>"0", "html_views"=>"18"}
  • {"month"=>"8", "year"=>"2016", "pdf_views"=>"9", "xml_views"=>"0", "html_views"=>"23"}
  • {"month"=>"9", "year"=>"2016", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"31"}
  • {"month"=>"10", "year"=>"2016", "pdf_views"=>"6", "xml_views"=>"0", "html_views"=>"12"}
  • {"month"=>"11", "year"=>"2016", "pdf_views"=>"2", "xml_views"=>"0", "html_views"=>"17"}
  • {"month"=>"12", "year"=>"2016", "pdf_views"=>"7", "xml_views"=>"0", "html_views"=>"19"}
  • {"month"=>"1", "year"=>"2017", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"30"}
  • {"month"=>"2", "year"=>"2017", "pdf_views"=>"6", "xml_views"=>"1", "html_views"=>"23"}
  • {"month"=>"3", "year"=>"2017", "pdf_views"=>"2", "xml_views"=>"0", "html_views"=>"34"}
  • {"month"=>"4", "year"=>"2017", "pdf_views"=>"15", "xml_views"=>"0", "html_views"=>"31"}
  • {"month"=>"5", "year"=>"2017", "pdf_views"=>"6", "xml_views"=>"0", "html_views"=>"48"}
  • {"month"=>"6", "year"=>"2017", "pdf_views"=>"1", "xml_views"=>"1", "html_views"=>"17"}
  • {"month"=>"7", "year"=>"2017", "pdf_views"=>"2", "xml_views"=>"3", "html_views"=>"18"}
  • {"month"=>"8", "year"=>"2017", "pdf_views"=>"0", "xml_views"=>"1", "html_views"=>"8"}
  • {"month"=>"9", "year"=>"2017", "pdf_views"=>"2", "xml_views"=>"1", "html_views"=>"14"}
  • {"month"=>"10", "year"=>"2017", "pdf_views"=>"3", "xml_views"=>"0", "html_views"=>"25"}
  • {"month"=>"11", "year"=>"2017", "pdf_views"=>"5", "xml_views"=>"0", "html_views"=>"34"}
  • {"month"=>"12", "year"=>"2017", "pdf_views"=>"2", "xml_views"=>"1", "html_views"=>"16"}
  • {"month"=>"1", "year"=>"2018", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"17"}
  • {"month"=>"2", "year"=>"2018", "pdf_views"=>"7", "xml_views"=>"0", "html_views"=>"14"}
  • {"month"=>"3", "year"=>"2018", "pdf_views"=>"2", "xml_views"=>"1", "html_views"=>"10"}
  • {"month"=>"4", "year"=>"2018", "pdf_views"=>"16", "xml_views"=>"0", "html_views"=>"15"}
  • {"month"=>"5", "year"=>"2018", "pdf_views"=>"10", "xml_views"=>"0", "html_views"=>"17"}
  • {"month"=>"6", "year"=>"2018", "pdf_views"=>"2", "xml_views"=>"4", "html_views"=>"12"}
  • {"month"=>"7", "year"=>"2018", "pdf_views"=>"1", "xml_views"=>"3", "html_views"=>"6"}
  • {"month"=>"8", "year"=>"2018", "pdf_views"=>"3", "xml_views"=>"1", "html_views"=>"19"}
  • {"month"=>"9", "year"=>"2018", "pdf_views"=>"12", "xml_views"=>"0", "html_views"=>"20"}
  • {"month"=>"10", "year"=>"2018", "pdf_views"=>"0", "xml_views"=>"2", "html_views"=>"8"}
  • {"month"=>"11", "year"=>"2018", "pdf_views"=>"2", "xml_views"=>"0", "html_views"=>"24"}
  • {"month"=>"12", "year"=>"2018", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"12"}
  • {"month"=>"1", "year"=>"2019", "pdf_views"=>"0", "xml_views"=>"0", "html_views"=>"7"}
  • {"month"=>"2", "year"=>"2019", "pdf_views"=>"2", "xml_views"=>"0", "html_views"=>"8"}
  • {"month"=>"3", "year"=>"2019", "pdf_views"=>"7", "xml_views"=>"0", "html_views"=>"17"}
  • {"month"=>"4", "year"=>"2019", "pdf_views"=>"17", "xml_views"=>"0", "html_views"=>"35"}
  • {"month"=>"5", "year"=>"2019", "pdf_views"=>"3", "xml_views"=>"0", "html_views"=>"16"}
  • {"month"=>"6", "year"=>"2019", "pdf_views"=>"1", "xml_views"=>"0", "html_views"=>"6"}

Figshare

  • {"files"=>["https://ndownloader.figshare.com/files/2184693"], "description"=>"<p>Illustration of the Congestion Model on a 4 m × 3.47 m Sidewalk.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490349, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g001", "stats"=>{"downloads"=>0, "page_views"=>6, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Illustration_of_the_Congestion_Model_on_a_4_m_215_3_47_m_Sidewalk_/1490349", "title"=>"Illustration of the Congestion Model on a 4 m × 3.47 m Sidewalk.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184737", "https://ndownloader.figshare.com/files/2184738"], "description"=>"<div><p>Pedestrian overflow causes queuing delay and in turn, is controlled by the capacity of a facility. Flow control or blocking control takes action to avoid queues from building up to extreme values. Thus, in this paper, the problem of pedestrian flow control in open outdoor walking facilities in equilibrium condition is investigated using M/M/c/K queuing models. State dependent service rate based on speed and density relationship is utilized. The effective rate of the Poisson arrival process to the facility is determined so as there is no overflow of pedestrians. In addition, the use of the state dependent queuing models to the design of the facilities and the effect of pedestrian personal capacity on the design and the traffic congestion are discussed. The study does not validate the sustainability of adaptation of Western design codes for the pedestrian facilities in the countries like Bangladesh.</p></div>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490387, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>["https://dx.doi.org/10.1371/journal.pone.0133229.s001", "https://dx.doi.org/10.1371/journal.pone.0133229.s002"], "stats"=>{"downloads"=>21, "page_views"=>7, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_An_M_M_c_K_State_Dependent_Model_for_Pedestrian_Flow_Control_and_Design_of_Facilities_/1490387", "title"=>"An M/M/c/K State-Dependent Model for Pedestrian Flow Control and Design of Facilities", "pos_in_sequence"=>0, "defined_type"=>4, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184727"], "description"=>"<p>Performances of an 8 m length sidewalk for different sizes of width with arrival rate <i>λ</i> = 6 ped./sec and <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490380, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.t002", "stats"=>{"downloads"=>0, "page_views"=>6, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Performances_of_an_8_m_length_sidewalk_for_different_sizes_of_width_with_arrival_rate_955_6_ped_sec_and_v_f_1_2_m_sec_/1490380", "title"=>"Performances of an 8 m length sidewalk for different sizes of width with arrival rate <i>λ</i> = 6 ped./sec and <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184709"], "description"=>"<p>Throughputs of the Facility for Different Arrival Rates to a 50 m × 3.5 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490362, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g007", "stats"=>{"downloads"=>0, "page_views"=>2, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Throughputs_of_the_Facility_for_Different_Arrival_Rates_to_a_50_m_3_5_m_Sidewalk_with_v_f_1_2_m_sec_/1490362", "title"=>"Throughputs of the Facility for Different Arrival Rates to a 50 m × 3.5 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184728"], "description"=>"<p>Performances of a 3.5 m width sidewalk for different sizes of length with arrival rate <i>λ</i> = 8 ped./sec and <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490381, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.t003", "stats"=>{"downloads"=>4, "page_views"=>7, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Performances_of_a_3_5_m_width_sidewalk_for_different_sizes_of_length_with_arrival_rate_955_8_ped_sec_and_v_f_1_2_m_sec_/1490381", "title"=>"Performances of a 3.5 m width sidewalk for different sizes of length with arrival rate <i>λ</i> = 8 ped./sec and <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184704"], "description"=>"<p>Expected Number of Pedestrians in Queue on the Facility for Different Arrival Rates to an 8 m × 3 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490357, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g004", "stats"=>{"downloads"=>0, "page_views"=>2, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Expected_Number_of_Pedestrians_in_Queue_on_the_Facility_for_Different_Arrival_Rates_to_an_8_m_3_m_Sidewalk_with_v_f_1_2_m_sec_/1490357", "title"=>"Expected Number of Pedestrians in Queue on the Facility for Different Arrival Rates to an 8 m × 3 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184721"], "description"=>"<p>Balking Probabilities of a 10 m × 2.8 Sidewalk for Various Pedestrian Free Flow Capacities with Arrival Rate <i>λ</i> = 4 ped./sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490374, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g011", "stats"=>{"downloads"=>0, "page_views"=>3, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Balking_Probabilities_of_a_10_m_2_8_Sidewalk_for_Various_Pedestrian_Free_Flow_Capacities_with_Arrival_Rate_955_4_ped_sec_/1490374", "title"=>"Balking Probabilities of a 10 m × 2.8 Sidewalk for Various Pedestrian Free Flow Capacities with Arrival Rate <i>λ</i> = 4 ped./sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184718"], "description"=>"<p>Throughputs of an 8 m Length Sidewalk for Different Sizes of Width with Arrival Rate <i>λ</i> = 6 ped./sec and <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490371, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g010", "stats"=>{"downloads"=>0, "page_views"=>4, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Throughputs_of_an_8_m_Length_Sidewalk_for_Different_Sizes_of_Width_with_Arrival_Rate_955_6_ped_sec_and_v_f_1_2_m_sec_/1490371", "title"=>"Throughputs of an 8 m Length Sidewalk for Different Sizes of Width with Arrival Rate <i>λ</i> = 6 ped./sec and <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184735"], "description"=>"<p>Performances of a 10m × 3.4 m sidewalk for various pedestrian free flow capacities with arrival rate <i>λ</i> = 4 ped./sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490385, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.t006", "stats"=>{"downloads"=>0, "page_views"=>12, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Performances_of_a_10m_3_4_m_sidewalk_for_various_pedestrian_free_flow_capacities_with_arrival_rate_955_4_ped_sec_/1490385", "title"=>"Performances of a 10m × 3.4 m sidewalk for various pedestrian free flow capacities with arrival rate <i>λ</i> = 4 ped./sec.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184729"], "description"=>"<p>Performances of a 4 m width sidewalk for different sizes of length with arrival rate <i>λ</i> = 10 ped./sec and <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490383, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.t004", "stats"=>{"downloads"=>0, "page_views"=>8, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Performances_of_a_4_m_width_sidewalk_for_different_sizes_of_length_with_arrival_rate_955_10_ped_sec_and_v_f_1_2_m_sec_/1490383", "title"=>"Performances of a 4 m width sidewalk for different sizes of length with arrival rate <i>λ</i> = 10 ped./sec and <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184734"], "description"=>"<p>Performances of a 10m × 2.8 m sidewalk for various pedestrian free flow capacities with arrival rate <i>λ</i> = 4 ped./sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490384, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.t005", "stats"=>{"downloads"=>2, "page_views"=>6, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Performances_of_a_10m_2_8_m_sidewalk_for_various_pedestrian_free_flow_capacities_with_arrival_rate_955_4_ped_sec_/1490384", "title"=>"Performances of a 10m × 2.8 m sidewalk for various pedestrian free flow capacities with arrival rate <i>λ</i> = 4 ped./sec.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184694"], "description"=>"<p>State-transition-rate Diagram.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490350, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g002", "stats"=>{"downloads"=>0, "page_views"=>7, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_State_transition_rate_Diagram_/1490350", "title"=>"State-transition-rate Diagram.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184726"], "description"=>"<p>Performances of 8 m × 3 m sidewalk for different arrival rates with <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490379, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.t001", "stats"=>{"downloads"=>0, "page_views"=>4, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Performances_of_8_m_3_m_sidewalk_for_different_arrival_rates_with_v_f_1_2_m_sec_/1490379", "title"=>"Performances of 8 m × 3 m sidewalk for different arrival rates with <i>v</i><sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184711"], "description"=>"<p>Throughputs of the Facility for Different Arrival Rates to a 12 m × 2.8 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490364, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g008", "stats"=>{"downloads"=>1, "page_views"=>3, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Throughputs_of_the_Facility_for_Different_Arrival_Rates_to_a_12_m_2_8_m_Sidewalk_with_v_f_1_2_m_sec_/1490364", "title"=>"Throughputs of the Facility for Different Arrival Rates to a 12 m × 2.8 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184708"], "description"=>"<p>Throughputs of the Facility for Different Arrival Rates to an 8 m × 3 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490361, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g006", "stats"=>{"downloads"=>0, "page_views"=>2, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Throughputs_of_the_Facility_for_Different_Arrival_Rates_to_an_8_m_3_m_Sidewalk_with_v_f_1_2_m_sec_/1490361", "title"=>"Throughputs of the Facility for Different Arrival Rates to an 8 m × 3 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184725"], "description"=>"<p>Balking Probabilities of a 10 m × 3.4 m Sidewalk for Various Pedestrian Free Flow Capacities with Arrival Rate <i>λ</i> = 4 ped./sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490378, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g012", "stats"=>{"downloads"=>0, "page_views"=>3, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Balking_Probabilities_of_a_10_m_3_4_m_Sidewalk_for_Various_Pedestrian_Free_Flow_Capacities_with_Arrival_Rate_955_4_ped_sec_/1490378", "title"=>"Balking Probabilities of a 10 m × 3.4 m Sidewalk for Various Pedestrian Free Flow Capacities with Arrival Rate <i>λ</i> = 4 ped./sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184706"], "description"=>"<p>Expected Service Times for Different Arrival Rates to an 8 m × 3 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490359, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g005", "stats"=>{"downloads"=>0, "page_views"=>2, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Expected_Service_Times_for_Different_Arrival_Rates_to_an_8_m_3_m_Sidewalk_with_v_f_1_2_m_sec_/1490359", "title"=>"Expected Service Times for Different Arrival Rates to an 8 m × 3 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184713"], "description"=>"<p>Throughputs of the Facility for Different Arrival Rates to a 20 m × 4 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490367, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g009", "stats"=>{"downloads"=>0, "page_views"=>2, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Throughputs_of_the_Facility_for_Different_Arrival_Rates_to_a_20_m_4_m_Sidewalk_with_v_f_1_2_m_sec_/1490367", "title"=>"Throughputs of the Facility for Different Arrival Rates to a 20 m × 4 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184736"], "description"=>"<p>Queuing Notation <i>A/B/X/Y/Z</i>.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490386, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.t007", "stats"=>{"downloads"=>5, "page_views"=>13, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Queuing_Notation_A_B_X_Y_Z_/1490386", "title"=>"Queuing Notation <i>A/B/X/Y/Z</i>.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-07-21 03:11:23"}
  • {"files"=>["https://ndownloader.figshare.com/files/2184697"], "description"=>"<p>Probabilities of Balking for Different Arrival Rates to an 8 m × 3 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.</p>", "links"=>[], "tags"=>["model", "facility", "flow control", "capacity", "Western design codes", "Poisson arrival process", "Pedestrian Flow Control", "Facilities Pedestrian overflow causes"], "article_id"=>1490353, "categories"=>["Biological Sciences", "Ecology"], "users"=>["Khalidur Rahman", "Noraida Abdul Ghani", "Anton Abdulbasah Kamil", "Adli Mustafa", "Md. Ahmed Kabir Chowdhury"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0133229.g003", "stats"=>{"downloads"=>0, "page_views"=>3, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Probabilities_of_Balking_for_Different_Arrival_Rates_to_an_8_m_3_m_Sidewalk_with_v_f_1_2_m_sec_/1490353", "title"=>"Probabilities of Balking for Different Arrival Rates to an 8 m × 3 m Sidewalk with v<sub><i>f</i></sub> = 1.2 m/sec.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-07-21 03:11:23"}

PMC Usage Stats | Further Information

  • {"unique-ip"=>"3", "full-text"=>"3", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"7"}
  • {"unique-ip"=>"12", "full-text"=>"11", "pdf"=>"3", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"8"}
  • {"unique-ip"=>"14", "full-text"=>"13", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"9"}
  • {"unique-ip"=>"11", "full-text"=>"11", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"10"}
  • {"unique-ip"=>"4", "full-text"=>"1", "pdf"=>"3", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"2"}
  • {"unique-ip"=>"17", "full-text"=>"22", "pdf"=>"6", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"11"}
  • {"unique-ip"=>"15", "full-text"=>"14", "pdf"=>"6", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"1", "cited-by"=>"0", "year"=>"2015", "month"=>"12"}
  • {"unique-ip"=>"12", "full-text"=>"10", "pdf"=>"5", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"1"}
  • {"unique-ip"=>"1", "full-text"=>"1", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"3"}
  • {"unique-ip"=>"5", "full-text"=>"4", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"4"}
  • {"unique-ip"=>"5", "full-text"=>"5", "pdf"=>"2", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"2", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"5"}
  • {"unique-ip"=>"12", "full-text"=>"8", "pdf"=>"6", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"6"}
  • {"unique-ip"=>"3", "full-text"=>"3", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"7"}
  • {"unique-ip"=>"2", "full-text"=>"2", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"8"}
  • {"unique-ip"=>"2", "full-text"=>"2", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"9"}
  • {"unique-ip"=>"7", "full-text"=>"6", "pdf"=>"5", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"10"}
  • {"unique-ip"=>"2", "full-text"=>"2", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"11"}
  • {"unique-ip"=>"5", "full-text"=>"7", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"12"}
  • {"unique-ip"=>"10", "full-text"=>"2", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"1"}
  • {"unique-ip"=>"4", "full-text"=>"3", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"2"}
  • {"unique-ip"=>"5", "full-text"=>"5", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"3"}
  • {"unique-ip"=>"6", "full-text"=>"6", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"4"}
  • {"unique-ip"=>"12", "full-text"=>"11", "pdf"=>"3", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"2", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"5"}
  • {"unique-ip"=>"7", "full-text"=>"9", "pdf"=>"2", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"6"}
  • {"unique-ip"=>"3", "full-text"=>"3", "pdf"=>"2", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"7"}
  • {"unique-ip"=>"6", "full-text"=>"6", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"8"}
  • {"unique-ip"=>"4", "full-text"=>"3", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"9"}
  • {"unique-ip"=>"10", "full-text"=>"10", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"10"}
  • {"unique-ip"=>"11", "full-text"=>"7", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"11"}
  • {"unique-ip"=>"6", "full-text"=>"6", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"12"}
  • {"unique-ip"=>"6", "full-text"=>"6", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"1"}
  • {"unique-ip"=>"14", "full-text"=>"13", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"1", "cited-by"=>"0", "year"=>"2018", "month"=>"3"}
  • {"unique-ip"=>"34", "full-text"=>"38", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"1"}
  • {"unique-ip"=>"25", "full-text"=>"22", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"4", "cited-by"=>"0", "year"=>"2018", "month"=>"12"}
  • {"unique-ip"=>"46", "full-text"=>"45", "pdf"=>"2", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"2", "supp-data"=>"2", "cited-by"=>"0", "year"=>"2018", "month"=>"11"}
  • {"unique-ip"=>"24", "full-text"=>"28", "pdf"=>"1", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"9"}
  • {"unique-ip"=>"19", "full-text"=>"18", "pdf"=>"2", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"4"}
  • {"unique-ip"=>"26", "full-text"=>"29", "pdf"=>"6", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"1", "cited-by"=>"0", "year"=>"2018", "month"=>"5"}
  • {"unique-ip"=>"20", "full-text"=>"20", "pdf"=>"2", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"1", "cited-by"=>"0", "year"=>"2018", "month"=>"6"}
  • {"unique-ip"=>"15", "full-text"=>"16", "pdf"=>"2", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"2", "cited-by"=>"0", "year"=>"2018", "month"=>"7"}
  • {"unique-ip"=>"25", "full-text"=>"24", "pdf"=>"2", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"10"}
  • {"unique-ip"=>"16", "full-text"=>"19", "pdf"=>"1", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"8"}
  • {"unique-ip"=>"19", "full-text"=>"18", "pdf"=>"1", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"2"}
  • {"unique-ip"=>"52", "full-text"=>"57", "pdf"=>"3", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"3"}
  • {"unique-ip"=>"52", "full-text"=>"53", "pdf"=>"5", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"4"}

Relative Metric

{"start_date"=>"2015-01-01T00:00:00Z", "end_date"=>"2015-12-31T00:00:00Z", "subject_areas"=>[]}
Loading … Spinner
There are currently no alerts