Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
23269 | 352 | 32.6 | 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 |
201 | 3 | ENGINEERING, CIVIL//EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//ENGINEERING, GEOLOGICAL | 52718 |
1453 | 2 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING//SITE EFFECTS//ENGINEERING, GEOLOGICAL | 7817 |
23269 | 1 | WAVE PROPAGATION IN BUILDINGS//WAVE PROPAGATION IN STRUCTURES//FUNDAMENTAL PERIOD | 352 |
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 | WAVE PROPAGATION IN BUILDINGS | authKW | 693980 | 2% | 100% | 8 |
2 | WAVE PROPAGATION IN STRUCTURES | authKW | 520485 | 2% | 100% | 6 |
3 | FUNDAMENTAL PERIOD | authKW | 385781 | 4% | 34% | 13 |
4 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | journal | 336672 | 28% | 4% | 97 |
5 | PERIOD OF VIBRATION | authKW | 277590 | 1% | 80% | 4 |
6 | NORTHRIDGE EARTHQUAKE | authKW | 262857 | 3% | 30% | 10 |
7 | IMPERIAL COUNTY SERVICES BUILDING | authKW | 260243 | 1% | 100% | 3 |
8 | MILLIKAN LIBRARY | authKW | 260243 | 1% | 100% | 3 |
9 | NONLINEAR WAVES IN THE SOIL | authKW | 260243 | 1% | 100% | 3 |
10 | RED TAGGED BUILDINGS | authKW | 260243 | 1% | 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, Geological | 78490 | 56% | 0% | 196 |
2 | Engineering, Civil | 8963 | 44% | 0% | 154 |
3 | Geosciences, Multidisciplinary | 3632 | 38% | 0% | 132 |
4 | Construction & Building Technology | 2752 | 15% | 0% | 53 |
5 | Geochemistry & Geophysics | 451 | 11% | 0% | 37 |
6 | Engineering, Mechanical | 78 | 6% | 0% | 20 |
7 | Architecture | 42 | 1% | 0% | 2 |
8 | Mechanics | 16 | 3% | 0% | 12 |
9 | Materials Science, Characterization, Testing | 11 | 1% | 0% | 3 |
10 | Instruments & Instrumentation | 10 | 3% | 0% | 9 |
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 | CNRS IFSTTAR | 198277 | 1% | 57% | 4 |
2 | GEOMAT GENIE CIVIL BATIMENT | 173495 | 1% | 100% | 2 |
3 | PL COMP MECH ENAC IIC IMAC | 173495 | 1% | 100% | 2 |
4 | CALIFORNIA GEOL SURVEY | 86748 | 0% | 100% | 1 |
5 | DISASTER PREVENT STAND TEAM | 86748 | 0% | 100% | 1 |
6 | ERA RISQUE SISMIQUE | 86748 | 0% | 100% | 1 |
7 | HELMOHOLTZ POTSDAM | 86748 | 0% | 100% | 1 |
8 | HOUARI BOUMEDIENNE USTHB | 86748 | 0% | 100% | 1 |
9 | LRPC NICE | 86748 | 0% | 100% | 1 |
10 | SOIL DYNAM GEOTECH EARTHQUAKE ENGN | 86748 | 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 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 336672 | 28% | 4% | 97 |
2 | BULLETIN OF EARTHQUAKE ENGINEERING | 47460 | 7% | 2% | 23 |
3 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 46241 | 12% | 1% | 41 |
4 | EARTHQUAKE SPECTRA | 25941 | 5% | 2% | 18 |
5 | STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 18705 | 3% | 2% | 12 |
6 | INGEGNERIA SISMICA | 10840 | 1% | 6% | 2 |
7 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 8139 | 5% | 0% | 19 |
8 | BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA | 7251 | 7% | 0% | 23 |
9 | STRUCTURAL CONTROL & HEALTH MONITORING | 7251 | 2% | 1% | 8 |
10 | SOIL MECHANICS AND FOUNDATION ENGINEERING | 3013 | 1% | 2% | 2 |
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 | TRIFUNAC, MD , EBRAHIRNIAN, M , (2014) DETECTION THRESHOLDS IN STRUCTURAL HEALTH MONITORING.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 66. ISSUE . P. 319 -338 | 38 | 86% | 5 |
2 | GICEV, V , TRIFUNAC, MD , (2012) A NOTE ON PREDETERMINED EARTHQUAKE DAMAGE SCENARIOS FOR STRUCTURAL HEALTH MONITORING.STRUCTURAL CONTROL & HEALTH MONITORING. VOL. 19. ISSUE 8. P. 746-757 | 39 | 89% | 7 |
3 | RAHMANI, M , TODOROVSKA, MI , (2015) STRUCTURAL HEALTH MONITORING OF A 54-STORY STEEL-FRAME BUILDING USING A WAVE METHOD AND EARTHQUAKE RECORDS.EARTHQUAKE SPECTRA. VOL. 31. ISSUE 1. P. 501 -525 | 27 | 84% | 4 |
4 | RAHMANI, M , EBRAHIMIAN, M , TODOROVSKA, MI , (2015) TIME-WAVE VELOCITY ANALYSIS FOR EARLY EARTHQUAKE DAMAGE DETECTION IN BUILDINGS: APPLICATION TO A DAMAGED FULL-SCALE RC BUILDING.EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS. VOL. 44. ISSUE 4. P. 619 -636 | 28 | 85% | 0 |
5 | LEE, VW , TRIFUNAC, MD , (2010) SHOULD AVERAGE SHEAR-WAVE VELOCITY IN THE TOP 30 M OF SOIL BE USED TO DESCRIBE SEISMIC AMPLIFICATION?.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 30. ISSUE 11. P. 1250-1258 | 29 | 76% | 31 |
6 | TRIFUNAC, MD , TODOROVSKA, MI , (2013) A NOTE ON THE POWER OF STRONG GROUND MOTION DURING THE JANUARY 17, 1994 EARTHQUAKE IN NORTHRIDGE, CALIFORNIA.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 52. ISSUE . P. 13-26 | 27 | 77% | 2 |
7 | DING, HP , TRIFUNAC, MD , TODOROVSKA, MI , ORBOVIC, N , (2015) COHERENCE OF DISPERSED SYNTHETIC STRONG EARTHQUAKE GROUND MOTION AT SMALL SEPARATION DISTANCES.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 70. ISSUE . P. 1 -10 | 24 | 83% | 0 |
8 | GICEV, V , TRIFUNAC, MD , ORBOVIC, N , (2016) TWO-DIMENSIONAL TRANSLATION, ROCKING, AND WAVES IN A BUILDING DURING SOIL-STRUCTURE INTERACTION EXCITED BY A PLANE EARTHQUAKE SV-WAVE PULSE.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 88. ISSUE . P. 76 -91 | 26 | 74% | 0 |
9 | EBRAHIMIAN, M , TRIFUNAC, MD , TODOROVSKA, MI , (2016) PREDICTION OF BUILDING RESPONSE AT ANY LEVEL FROM RECORDED ROOF RESPONSE: THE KANAI-YOSHIZAWA FORMULA REVISITED.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 80. ISSUE . P. 241 -250 | 21 | 91% | 0 |
10 | GICEV, V , TRIFUNAC, MD , (2012) ENERGY DISSIPATION BY NONLINEAR SOIL STRAINS DURING SOIL-STRUCTURE INTERACTION EXCITED BY SH PULSE.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 43. ISSUE . P. 261-270 | 27 | 77% | 1 |
Classes with closest relation at Level 1 |