Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
33089 | 129 | 18.8 | 24% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
201 | 3 | ENGINEERING, CIVIL//EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//ENGINEERING, GEOLOGICAL | 52718 |
1722 | 2 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS//WIND AND STRUCTURES//WIND LOADS | 6623 |
33089 | 1 | TRAFFIC SIGNAL STRUCTURE//CROSSWIND RESPONSE//AIRFIELD MAT | 129 |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | TRAFFIC SIGNAL STRUCTURE | authKW | 710129 | 2% | 100% | 3 |
2 | CROSSWIND RESPONSE | authKW | 493140 | 4% | 42% | 5 |
3 | AIRFIELD MAT | authKW | 473420 | 2% | 100% | 2 |
4 | ALUMINUM MAT | authKW | 473420 | 2% | 100% | 2 |
5 | CANTILEVERED TRAFFIC SIGNAL STRUCTURES | authKW | 473420 | 2% | 100% | 2 |
6 | FRP CHIMNEYS | authKW | 473420 | 2% | 100% | 2 |
7 | FRP POLES | authKW | 473420 | 2% | 100% | 2 |
8 | LIGHTING COLUMN | authKW | 473420 | 2% | 100% | 2 |
9 | SIGN SUPPORT STRUCTURE | authKW | 473420 | 2% | 100% | 2 |
10 | STRUCTURAL MAT | authKW | 473420 | 2% | 100% | 2 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Engineering, Civil | 9637 | 74% | 0% | 96 |
2 | Construction & Building Technology | 3525 | 28% | 0% | 36 |
3 | Transportation Science & Technology | 478 | 8% | 0% | 10 |
4 | Mechanics | 411 | 20% | 0% | 26 |
5 | Materials Science, Composites | 350 | 8% | 0% | 10 |
6 | Materials Science, Characterization, Testing | 231 | 5% | 0% | 7 |
7 | Engineering, Mechanical | 127 | 11% | 0% | 14 |
8 | Engineering, Ocean | 95 | 2% | 0% | 3 |
9 | Engineering, Marine | 23 | 1% | 0% | 1 |
10 | Ergonomics | 7 | 1% | 0% | 1 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | INFRASTRUCT CIVIL ENVIRONM ENGN | 315612 | 2% | 67% | 2 |
2 | AIRFIELDS PAVEMENTS BRANCHCEERD GM A | 236710 | 1% | 100% | 1 |
3 | BRIDGE STRUCT DESIGN BRANCH 10 | 236710 | 1% | 100% | 1 |
4 | CIV COASTAL ENGN | 236710 | 1% | 100% | 1 |
5 | LOS ANGELES PROJECTS | 236710 | 1% | 100% | 1 |
6 | REG BEREICH SO | 236710 | 1% | 100% | 1 |
7 | VISHWAKARMA INFORMAT TECHNOL | 236710 | 1% | 100% | 1 |
8 | STOCKER ENGN TECHNOL | 118354 | 1% | 50% | 1 |
9 | SURVIVABIL STRUCT MAT DIRECTORATE | 118354 | 1% | 50% | 1 |
10 | CIV GEOL ENGN | 78902 | 1% | 33% | 1 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | WIND AND STRUCTURES | 27932 | 7% | 1% | 9 |
2 | ENGINEERING STRUCTURES | 20409 | 19% | 0% | 24 |
3 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 10041 | 10% | 0% | 13 |
4 | JOURNAL OF STRUCTURAL ENGINEERING | 9591 | 8% | 0% | 10 |
5 | JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES | 3666 | 3% | 0% | 4 |
6 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 3014 | 5% | 0% | 7 |
7 | ENGINEERING FAILURE ANALYSIS | 2126 | 4% | 0% | 5 |
8 | TRANSPORTATION RESEARCH RECORD | 1738 | 6% | 0% | 8 |
9 | STRUCTURAL ENGINEERING AND MECHANICS | 1324 | 3% | 0% | 4 |
10 | ADVANCED STEEL CONSTRUCTION | 1010 | 1% | 0% | 1 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | TRAFFIC SIGNAL STRUCTURE | 710129 | 2% | 100% | 3 | Search TRAFFIC+SIGNAL+STRUCTURE | Search TRAFFIC+SIGNAL+STRUCTURE |
2 | CROSSWIND RESPONSE | 493140 | 4% | 42% | 5 | Search CROSSWIND+RESPONSE | Search CROSSWIND+RESPONSE |
3 | AIRFIELD MAT | 473420 | 2% | 100% | 2 | Search AIRFIELD+MAT | Search AIRFIELD+MAT |
4 | ALUMINUM MAT | 473420 | 2% | 100% | 2 | Search ALUMINUM+MAT | Search ALUMINUM+MAT |
5 | CANTILEVERED TRAFFIC SIGNAL STRUCTURES | 473420 | 2% | 100% | 2 | Search CANTILEVERED+TRAFFIC+SIGNAL+STRUCTURES | Search CANTILEVERED+TRAFFIC+SIGNAL+STRUCTURES |
6 | FRP CHIMNEYS | 473420 | 2% | 100% | 2 | Search FRP+CHIMNEYS | Search FRP+CHIMNEYS |
7 | FRP POLES | 473420 | 2% | 100% | 2 | Search FRP+POLES | Search FRP+POLES |
8 | LIGHTING COLUMN | 473420 | 2% | 100% | 2 | Search LIGHTING+COLUMN | Search LIGHTING+COLUMN |
9 | SIGN SUPPORT STRUCTURE | 473420 | 2% | 100% | 2 | Search SIGN+SUPPORT+STRUCTURE | Search SIGN+SUPPORT+STRUCTURE |
10 | STRUCTURAL MAT | 473420 | 2% | 100% | 2 | Search STRUCTURAL+MAT | Search STRUCTURAL+MAT |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | REPETTO, MP , SOLARI, G , (2010) WIND-INDUCED FATIGUE COLLAPSE OF REAL SLENDER STRUCTURES.ENGINEERING STRUCTURES. VOL. 32. ISSUE 12. P. 3888-3898 | 14 | 78% | 10 |
2 | REPETTO, MP , SOLARI, G , (2009) CLOSED FORM SOLUTION OF THE ALONGWIND-INDUCED FATIGUE DAMAGE TO STRUCTURES.ENGINEERING STRUCTURES. VOL. 31. ISSUE 10. P. 2414-2425 | 14 | 70% | 6 |
3 | SABOORRI, B , KHALILI, SMR , (2016) TRANSIENT RESPONSE ANALYSIS OF TAPERED FRP POLES WITH FLEXIBLE JOINTS BY AN EFFICIENT ONE-DIMENSIONAL FE MODEL.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 59. ISSUE 2. P. 243 -259 | 12 | 60% | 0 |
4 | DING, J , CHEN, XZ , ZUO, DL , HUA, JY , (2016) FATIGUE LIFE ASSESSMENT OF TRAFFIC-SIGNAL SUPPORT STRUCTURES FROM AN ANALYTICAL APPROACH AND LONG-TERM VIBRATION MONITORING DATA.JOURNAL OF STRUCTURAL ENGINEERING. VOL. 142. ISSUE 6. P. - | 10 | 71% | 0 |
5 | WIEGHAUS, KT , MANDER, JB , HURLEBAUS, S , (2015) FRAGILITY ANALYSIS OF WIND-EXCITED TRAFFIC SIGNAL STRUCTURES.ENGINEERING STRUCTURES. VOL. 101. ISSUE . P. 652 -661 | 10 | 63% | 1 |
6 | SABOORI, B , KHALILI, SMR , (2011) STATIC ANALYSIS OF TAPERED FRP TRANSMISSION POLES USING FINITE ELEMENT METHOD.FINITE ELEMENTS IN ANALYSIS AND DESIGN. VOL. 47. ISSUE 3. P. 247-255 | 8 | 80% | 5 |
7 | WIEGHAUS, KT , HURLEBAUS, S , MANDER, JB , FRY, GT , (2014) WIND-INDUCED TRAFFIC SIGNAL STRUCTURE RESPONSE: EXPERIMENTS AND REDUCTION VIA HELICAL ARM STRAKES.ENGINEERING STRUCTURES. VOL. 76. ISSUE . P. 245 -254 | 7 | 78% | 1 |
8 | REPETTO, MP , SOLARI, G , (2004) DIRECTIONAL WIND-INDUCED FATIGUE OF SLENDER VERTICAL STRUCTURES.JOURNAL OF STRUCTURAL ENGINEERING-ASCE. VOL. 130. ISSUE 7. P. 1032-1040 | 10 | 67% | 21 |
9 | REPETTO, MP , SOLARI, G , (2006) BIMODAL ALONGWIND FATIGUE OF STRUCTURES.JOURNAL OF STRUCTURAL ENGINEERING. VOL. 132. ISSUE 6. P. 899-908 | 12 | 52% | 7 |
10 | CHRISTENSON, R , CASHANY, M , HUA, JY , ZUO, DL , (2014) FIELD TESTING OF SIGNAL HEAD VIBRATION ABSORBER TO REDUCE FATIGUE IN WIND-EXCITED TRAFFIC SIGNAL SUPPORT STRUCTURES.TRANSPORTATION RESEARCH RECORD. VOL. . ISSUE 2406. P. 42 -48 | 5 | 100% | 0 |
Classes with closest relation at Level 1 |