Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
17221 | 610 | 19.2 | 36% |
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 |
323 | 3 | FREE VIBRATION//MECHANICS//BUCKLING | 38564 |
90 | 2 | FREE VIBRATION//COMPUTERS & STRUCTURES//COMPOSITE STRUCTURES | 26589 |
17221 | 1 | ELASTIC FOUNDATION//TWO PARAMETER FOUNDATION//BEAMS ON ELASTIC FOUNDATION | 610 |
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 | ELASTIC FOUNDATION | authKW | 317544 | 9% | 11% | 57 |
2 | TWO PARAMETER FOUNDATION | authKW | 312847 | 2% | 63% | 10 |
3 | BEAMS ON ELASTIC FOUNDATION | authKW | 245274 | 1% | 70% | 7 |
4 | TWO PARAMETER ELASTIC FOUNDATION | authKW | 213568 | 1% | 53% | 8 |
5 | VLASOV MODEL | authKW | 208568 | 1% | 83% | 5 |
6 | SHEAR LOCKING PROBLEM | authKW | 200227 | 1% | 100% | 4 |
7 | TENSIONLESS CONTACT | authKW | 200227 | 1% | 100% | 4 |
8 | TENSIONLESS FOUNDATION | authKW | 168603 | 1% | 42% | 8 |
9 | DISMI DIPARTIMENTO SCI METODI INGN | address | 160180 | 1% | 80% | 4 |
10 | JOHANSENS YIELD CRITERION | authKW | 150170 | 0% | 100% | 3 |
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 | 12302 | 39% | 0% | 238 |
2 | Mechanics | 6491 | 36% | 0% | 219 |
3 | Engineering, Mechanical | 4676 | 29% | 0% | 174 |
4 | Engineering, Geological | 3475 | 9% | 0% | 55 |
5 | Construction & Building Technology | 1544 | 9% | 0% | 53 |
6 | Computer Science, Interdisciplinary Applications | 1527 | 14% | 0% | 85 |
7 | Engineering, General | 1037 | 10% | 0% | 63 |
8 | Acoustics | 860 | 7% | 0% | 45 |
9 | Mathematics, Interdisciplinary Applications | 604 | 8% | 0% | 46 |
10 | Geosciences, Multidisciplinary | 38 | 4% | 0% | 25 |
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 | DISMI DIPARTIMENTO SCI METODI INGN | 160180 | 1% | 80% | 4 |
2 | BRIDGE WARDENS CHAIR BRIDGE TUNNEL ENGN | 50057 | 0% | 100% | 1 |
3 | CIVIL ENGN INNOVAT SUSTAINABIL CERIS E | 50057 | 0% | 100% | 1 |
4 | CONSTRUCT BRIDGE RD | 50057 | 0% | 100% | 1 |
5 | DET DIPARTIMENTO ECON TECNOL | 50057 | 0% | 100% | 1 |
6 | DIEF DIPARTIMENTO INGN ENZO FERRARI | 50057 | 0% | 100% | 1 |
7 | DIP ARCHITETTURA COSTRUZ STRUTTURE | 50057 | 0% | 100% | 1 |
8 | DIPARTIMENTO INGN STRUTTERALE | 50057 | 0% | 100% | 1 |
9 | DIPARTIMENTO INGN STRUTTURALE GEOTECN DISAG | 50057 | 0% | 100% | 1 |
10 | ELECT QUAL RELIABIL PROGRAM | 50057 | 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 | COMPUTERS & STRUCTURES | 31808 | 12% | 1% | 76 |
2 | STRUCTURAL ENGINEERING AND MECHANICS | 28092 | 7% | 1% | 40 |
3 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 22950 | 2% | 3% | 14 |
4 | JOURNAL OF ENGINEERING MECHANICS-ASCE | 7807 | 3% | 1% | 18 |
5 | JOURNAL OF ENGINEERING MECHANICS | 7093 | 3% | 1% | 20 |
6 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 6282 | 4% | 1% | 22 |
7 | MECHANICS OF STRUCTURES AND MACHINES | 4859 | 1% | 2% | 6 |
8 | JOURNAL OF SOUND AND VIBRATION | 3749 | 6% | 0% | 34 |
9 | ARCHIVE OF APPLIED MECHANICS | 3697 | 2% | 1% | 12 |
10 | JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 3504 | 3% | 0% | 20 |
Author Key Words |
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 | COSKUN, I , ENGIN, H , TEKIN, A , (2011) DYNAMIC RESPONSE OF A TIMOSHENKO BEAM ON A TENSIONLESS PASTERNAK FOUNDATION.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 37. ISSUE 5. P. 489-507 | 25 | 96% | 1 |
2 | CELEP, Z , DEMIR, F , (2007) SYMMETRICALLY LOADED BEAM ON A TWO-PARAMETER TENSIONLESS FOUNDATION.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 27. ISSUE 5. P. 555-574 | 24 | 100% | 13 |
3 | CELEP, Z , GULER, K , DEMIR, F , (2011) RESPONSE OF A COMPLETELY FREE BEAM ON A TENSIONLESS PASTERNAK FOUNDATION SUBJECTED TO DYNAMIC LOAD.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 37. ISSUE 1. P. 61-77 | 19 | 95% | 10 |
4 | COSKUN, I , (2010) DYNAMIC CONTACT RESPONSE OF A FINITE BEAM ON A TENSIONLESS PASTERNAK FOUNDATION UNDER SYMMETRIC AND ASYMMETRIC LOADING.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 34. ISSUE 3. P. 319 -334 | 21 | 88% | 2 |
5 | LIMKATANYU, S , DAMRONGWIRIYANUPAP, N , KWON, M , PONBUNYANON, P , (2015) FORCE-BASED DERIVATION OF EXACT STIFFNESS MATRIX FOR BEAMS ON WINKLER-PASTERNAK FOUNDATION.ZAMM-ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK. VOL. 95. ISSUE 2. P. 140 -155 | 20 | 69% | 0 |
6 | LIMKATANYU, S , SAE-LONG, W , PRACHASAREE, W , KWON, M , (2015) IMPROVED NONLINEAR DISPLACEMENT-BASED BEAM ELEMENT ON A TWO-PARAMETER FOUNDATION.EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING. VOL. 19. ISSUE 6. P. 649 -671 | 18 | 75% | 1 |
7 | CELEP, Z , GULER, K , (2007) AXISYMMETRIC FORCED VIBRATIONS OF AN ELASTIC FREE CIRCULAR PLATE ON A TENSIONLESS TWO PARAMETER FOUNDATION.JOURNAL OF SOUND AND VIBRATION. VOL. 301. ISSUE 3-5. P. 495-509 | 16 | 100% | 14 |
8 | HIZAL, C , CATAL, HH , (2016) COMPARATIVE DYNAMIC ANALYSIS OF AXIALLY LOADED BEAMS ON MODIFIED VLASOV FOUNDATION.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 57. ISSUE 6. P. 969 -988 | 17 | 77% | 0 |
9 | MORFIDIS, K , (2010) VIBRATION OF TIMOSHENKO BEAMS ON THREE-PARAMETER ELASTIC FOUNDATION.COMPUTERS & STRUCTURES. VOL. 88. ISSUE 5-6. P. 294 -308 | 13 | 100% | 21 |
10 | COSKUN, I , ENGIN, H , OZMUTLU, A , (2008) RESPONSE OF A FINITE BEAM ON A TENSIONLESS PASTERNAK FOUNDATION UNDER SYMMETRIC AND ASYMMETRIC LOADING.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 30. ISSUE 1. P. 21 -36 | 17 | 81% | 5 |
Classes with closest relation at Level 1 |