Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
15240 | 723 | 16.7 | 32% |
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 |
460 | 2 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//ENGINEERING, CIVIL//MASONRY | 15990 |
15240 | 1 | COUPLED SHEAR WALLS//COUPLING BEAM//SHEAR LAG | 723 |
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 | COUPLED SHEAR WALLS | authKW | 905512 | 4% | 79% | 27 |
2 | COUPLING BEAM | authKW | 648830 | 4% | 59% | 26 |
3 | SHEAR LAG | authKW | 409089 | 5% | 25% | 39 |
4 | CONTINUOUS CONNECTION METHOD | authKW | 380096 | 1% | 100% | 9 |
5 | FRAMED TUBE | authKW | 351937 | 1% | 83% | 10 |
6 | COUPLED WALLS | authKW | 348746 | 2% | 52% | 16 |
7 | STEEL COUPLING BEAMS | authKW | 342085 | 1% | 90% | 9 |
8 | STIFFENING BEAM | authKW | 295630 | 1% | 100% | 7 |
9 | DEGREE OF COUPLING | authKW | 225237 | 1% | 67% | 8 |
10 | SHEAR CORE | authKW | 211164 | 1% | 100% | 5 |
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 | 63508 | 81% | 0% | 583 |
2 | Construction & Building Technology | 48505 | 44% | 0% | 315 |
3 | Engineering, Geological | 784 | 4% | 0% | 29 |
4 | Computer Science, Interdisciplinary Applications | 734 | 9% | 0% | 66 |
5 | Engineering, Mechanical | 625 | 10% | 0% | 74 |
6 | Mechanics | 327 | 8% | 0% | 60 |
7 | Architecture | 191 | 1% | 0% | 6 |
8 | Engineering, General | 119 | 4% | 0% | 26 |
9 | Materials Science, Composites | 87 | 2% | 0% | 13 |
10 | Mathematics, Interdisciplinary Applications | 83 | 3% | 0% | 21 |
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 | DISASTER ENVIRONM SCI | 131974 | 1% | 63% | 5 |
2 | ADV STRUCT STN | 54296 | 0% | 43% | 3 |
3 | ARCHITECTURE BLDG STRUCT DESIGN | 42233 | 0% | 100% | 1 |
4 | B1K E1A | 42233 | 0% | 100% | 1 |
5 | BARBAROS BULVARI MORBASAN SOK | 42233 | 0% | 100% | 1 |
6 | COLD ARID REGIONS ENVIRONM | 42233 | 0% | 100% | 1 |
7 | GEN INFRASTRUCT SERV | 42233 | 0% | 100% | 1 |
8 | IDENTIAL STRUCT TEAM | 42233 | 0% | 100% | 1 |
9 | SITE ENGN GRP | 42233 | 0% | 100% | 1 |
10 | STRUCT DESING GRP | 42233 | 0% | 100% | 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 | STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 191435 | 8% | 8% | 55 |
2 | STRUCTURAL DESIGN OF TALL BUILDINGS | 158410 | 3% | 16% | 23 |
3 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 75802 | 11% | 2% | 83 |
4 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 61769 | 3% | 6% | 25 |
5 | ENGINEERING STRUCTURES | 23457 | 8% | 1% | 61 |
6 | JOURNAL OF THE STRUCTURAL DIVISION-ASCE | 21529 | 2% | 4% | 14 |
7 | STRUCTURAL ENGINEER-PART B | 17272 | 0% | 14% | 3 |
8 | COMPUTERS & STRUCTURES | 17249 | 8% | 1% | 61 |
9 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS | 13423 | 2% | 2% | 17 |
10 | JOURNAL OF STRUCTURAL ENGINEERING | 13388 | 4% | 1% | 28 |
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 | COUPLED SHEAR WALLS | 905512 | 4% | 79% | 27 | Search COUPLED+SHEAR+WALLS | Search COUPLED+SHEAR+WALLS |
2 | COUPLING BEAM | 648830 | 4% | 59% | 26 | Search COUPLING+BEAM | Search COUPLING+BEAM |
3 | SHEAR LAG | 409089 | 5% | 25% | 39 | Search SHEAR+LAG | Search SHEAR+LAG |
4 | CONTINUOUS CONNECTION METHOD | 380096 | 1% | 100% | 9 | Search CONTINUOUS+CONNECTION+METHOD | Search CONTINUOUS+CONNECTION+METHOD |
5 | FRAMED TUBE | 351937 | 1% | 83% | 10 | Search FRAMED+TUBE | Search FRAMED+TUBE |
6 | COUPLED WALLS | 348746 | 2% | 52% | 16 | Search COUPLED+WALLS | Search COUPLED+WALLS |
7 | STEEL COUPLING BEAMS | 342085 | 1% | 90% | 9 | Search STEEL+COUPLING+BEAMS | Search STEEL+COUPLING+BEAMS |
8 | STIFFENING BEAM | 295630 | 1% | 100% | 7 | Search STIFFENING+BEAM | Search STIFFENING+BEAM |
9 | DEGREE OF COUPLING | 225237 | 1% | 67% | 8 | Search DEGREE+OF+COUPLING | Search DEGREE+OF+COUPLING |
10 | SHEAR CORE | 211164 | 1% | 100% | 5 | Search SHEAR+CORE | Search SHEAR+CORE |
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 | BOZDOGAN, KB , OZTURK, D , (2016) A METHOD FOR DYNAMIC ANALYSIS OF FRAME-HINGED SHEAR WALL STRUCTURES.EARTHQUAKES AND STRUCTURES. VOL. 11. ISSUE 1. P. 45 -61 | 34 | 76% | 0 |
2 | BOZDOGAN, KB , (2013) FREE VIBRATION ANALYSIS OF ASYMMETRIC SHEAR WALL-FRAME BUILDINGS USING MODIFIED FINITE ELEMENT-TRANSFER MATRIX METHOD.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 46. ISSUE 1. P. 1 -17 | 31 | 72% | 3 |
3 | BOZDOGAN, KB , OZTURK, D , (2012) VIBRATION ANALYSIS OF ASYMMETRIC SHEAR WALL- FRAME STRUCTURES USING THE TRANSFER MATRIX METHOD.IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING. VOL. 36. ISSUE C1. P. 1 -12 | 27 | 84% | 3 |
4 | BOZDOGAN, KB , OZTURK, D , (2010) VIBRATION ANALYSIS OF ASYMMETRIC SHEAR WALL STRUCTURES USING THE TRANSFER MATRIX METHOD.IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING. VOL. 34. ISSUE B1. P. 1-14 | 28 | 82% | 0 |
5 | CAPSONI, A , FARIDANI, HM , (2016) NOVEL CONTINUUM MODELS FOR COUPLED SHEAR WALL ANALYSIS.STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS. VOL. 25. ISSUE 10. P. 444 -467 | 21 | 88% | 0 |
6 | BOZDOGAN, KB , OZTURK, D , (2009) VIBRATION ANALYSIS OF ASYMMETRIC SHEAR WALL AND THIN WALLED OPEN SECTION STRUCTURES USING TRANSFER MATRIX METHOD.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 33. ISSUE 1. P. 95-107 | 22 | 81% | 1 |
7 | MALEKINEJAD, M , RAHGOZAR, R , (2012) A SIMPLE ANALYTIC METHOD FOR COMPUTING THE NATURAL FREQUENCIES AND MODE SHAPES OF TALL BUILDINGS.APPLIED MATHEMATICAL MODELLING. VOL. 36. ISSUE 8. P. 3419-3432 | 17 | 94% | 4 |
8 | BOZDOGAN, KB , (2011) A METHOD FOR LATERAL STATIC AND DYNAMIC ANALYSES OF WALL-FRAME BUILDINGS USING ONE DIMENSIONAL FINITE ELEMENT.SCIENTIFIC RESEARCH AND ESSAYS. VOL. 6. ISSUE 3. P. 616 -626 | 23 | 72% | 1 |
9 | ZHANG, YH , LIN, LX , (2014) SHEAR LAG ANALYSIS OF THIN-WALLED BOX GIRDERS BASED ON A NEW GENERALIZED DISPLACEMENT.ENGINEERING STRUCTURES. VOL. 61. ISSUE . P. 73 -83 | 15 | 100% | 2 |
10 | CARPINTERI, A , LACIDOGNA, G , CAMMARANO, S , (2013) STRUCTURAL ANALYSIS OF HIGH-RISE BUILDINGS UNDER HORIZONTAL LOADS: A STUDY ON THE INTESA SANPAOLO TOWER IN TURIN.ENGINEERING STRUCTURES. VOL. 56. ISSUE . P. 1362-1371 | 15 | 100% | 4 |
Classes with closest relation at Level 1 |