Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
13267 | 850 | 22.4 | 37% |
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 |
13267 | 1 | SPATIALLY VARYING GROUND MOTIONS//WAVE PASSAGE EFFECT//INCOHERENCE EFFECT | 850 |
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 | SPATIALLY VARYING GROUND MOTIONS | authKW | 560842 | 3% | 71% | 22 |
2 | WAVE PASSAGE EFFECT | authKW | 437905 | 2% | 76% | 16 |
3 | INCOHERENCE EFFECT | authKW | 326566 | 1% | 91% | 10 |
4 | SITE RESPONSE EFFECT | authKW | 287380 | 1% | 100% | 8 |
5 | MULTI SUPPORT EXCITATION | authKW | 229901 | 1% | 80% | 8 |
6 | SEISMIC GROUND MOTION | authKW | 189700 | 2% | 41% | 13 |
7 | ARTIFICIAL ACCELEROGRAMS | authKW | 189056 | 1% | 53% | 10 |
8 | GROUND MOTIONS SIMULATION | authKW | 143690 | 0% | 100% | 4 |
9 | RESPONSE SPECTRUM | authKW | 143650 | 3% | 17% | 24 |
10 | TARGET SPECTRUM | authKW | 128292 | 1% | 71% | 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, Geological | 36726 | 25% | 0% | 209 |
2 | Engineering, Civil | 23594 | 46% | 0% | 388 |
3 | Engineering, Mechanical | 6215 | 28% | 0% | 237 |
4 | Mechanics | 2341 | 19% | 0% | 160 |
5 | Construction & Building Technology | 1123 | 6% | 0% | 54 |
6 | Acoustics | 1092 | 7% | 0% | 60 |
7 | Computer Science, Interdisciplinary Applications | 627 | 8% | 0% | 67 |
8 | Geosciences, Multidisciplinary | 523 | 10% | 0% | 86 |
9 | Engineering, General | 410 | 6% | 0% | 49 |
10 | Statistics & Probability | 266 | 5% | 0% | 41 |
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 | COMP METHODS CIVIL ENGN | 89801 | 1% | 50% | 5 |
2 | SOCIAL SYS ENGRG | 71845 | 0% | 100% | 2 |
3 | LB RYON CHAIR ENGN | 41049 | 0% | 29% | 4 |
4 | BEIJING EARTHQUAKE ENGN STRUCTURAL RETROFIT | 35923 | 0% | 100% | 1 |
5 | CAIN CHAIR CIVIL ENGN | 35923 | 0% | 100% | 1 |
6 | DIPT ARCHITETTURA COSTRUZ STRUTTURE | 35923 | 0% | 100% | 1 |
7 | EARTHQUAKE ENGRG | 35923 | 0% | 100% | 1 |
8 | ECASA | 35923 | 0% | 100% | 1 |
9 | ELE O TECH ELECT | 35923 | 0% | 100% | 1 |
10 | ENERGET PL THERMOFLUID DYNAM ENVIRONM CO | 35923 | 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 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 116210 | 12% | 3% | 101 |
2 | PROBABILISTIC ENGINEERING MECHANICS | 64436 | 5% | 4% | 41 |
3 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 39987 | 6% | 2% | 52 |
4 | STRUCTURAL SAFETY | 28422 | 3% | 3% | 28 |
5 | JOURNAL OF ENGINEERING MECHANICS-ASCE | 26344 | 5% | 2% | 39 |
6 | JOURNAL OF THE ENGINEERING MECHANICS DIVISION-ASCE | 23706 | 1% | 6% | 12 |
7 | JOURNAL OF ENGINEERING MECHANICS | 16515 | 4% | 1% | 36 |
8 | ENGINEERING STRUCTURES | 15035 | 6% | 1% | 53 |
9 | EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION | 11053 | 2% | 2% | 13 |
10 | JOURNAL OF EARTHQUAKE AND TSUNAMI | 9330 | 1% | 3% | 8 |
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 | SPATIALLY VARYING GROUND MOTIONS | 560842 | 3% | 71% | 22 | Search SPATIALLY+VARYING+GROUND+MOTIONS | Search SPATIALLY+VARYING+GROUND+MOTIONS |
2 | WAVE PASSAGE EFFECT | 437905 | 2% | 76% | 16 | Search WAVE+PASSAGE+EFFECT | Search WAVE+PASSAGE+EFFECT |
3 | INCOHERENCE EFFECT | 326566 | 1% | 91% | 10 | Search INCOHERENCE+EFFECT | Search INCOHERENCE+EFFECT |
4 | SITE RESPONSE EFFECT | 287380 | 1% | 100% | 8 | Search SITE+RESPONSE+EFFECT | Search SITE+RESPONSE+EFFECT |
5 | MULTI SUPPORT EXCITATION | 229901 | 1% | 80% | 8 | Search MULTI+SUPPORT+EXCITATION | Search MULTI+SUPPORT+EXCITATION |
6 | SEISMIC GROUND MOTION | 189700 | 2% | 41% | 13 | Search SEISMIC+GROUND+MOTION | Search SEISMIC+GROUND+MOTION |
7 | ARTIFICIAL ACCELEROGRAMS | 189056 | 1% | 53% | 10 | Search ARTIFICIAL+ACCELEROGRAMS | Search ARTIFICIAL+ACCELEROGRAMS |
8 | GROUND MOTIONS SIMULATION | 143690 | 0% | 100% | 4 | Search GROUND+MOTIONS+SIMULATION | Search GROUND+MOTIONS+SIMULATION |
9 | RESPONSE SPECTRUM | 143650 | 3% | 17% | 24 | Search RESPONSE+SPECTRUM | Search RESPONSE+SPECTRUM |
10 | TARGET SPECTRUM | 128292 | 1% | 71% | 5 | Search TARGET+SPECTRUM | Search TARGET+SPECTRUM |
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 | SARKAR, K , GUPTA, VK , GEORGE, RC , (2016) WAVELET-BASED GENERATION OF SPATIALLY CORRELATED ACCELEROGRAMS.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 87. ISSUE . P. 116 -124 | 38 | 79% | 0 |
2 | ZHANG, YH , LI, QS , LIN, JH , WILLIAMS, FW , (2009) RANDOM VIBRATION ANALYSIS OF LONG-SPAN STRUCTURES SUBJECTED TO SPATIALLY VARYING GROUND MOTIONS.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 29. ISSUE 4. P. 620-629 | 28 | 100% | 27 |
3 | NOVAK, MS , LAZAREVIC, D , ATALIC, J , (2015) INFLUENCE OF SPATIAL VARIABILITY OF GROUND MOTION ON SEISMIC RESPONSE OF BRIDGES.GRADEVINAR. VOL. 67. ISSUE 10. P. 943 -957 | 27 | 82% | 0 |
4 | SUN, JM , YE, JH , CHENG, WR , ZHANG, QL , (2007) APPLICATION OF THE PSEUDO-EXCITATION METHOD WITH SPATIAL COHERENCE IN RANDOM VIBRATION ANALYSIS OF LONG-SPAN SPACE STRUCTURES.ADVANCES IN STRUCTURAL ENGINEERING. VOL. 10. ISSUE 2. P. 135-151 | 26 | 96% | 6 |
5 | MUSCOLINO, G , ALDERUCCI, T , (2015) CLOSED-FORM SOLUTIONS FOR THE EVOLUTIONARY FREQUENCY RESPONSE FUNCTION OF LINEAR SYSTEMS SUBJECTED TO SEPARABLE OR NON-SEPARABLE NON-STATIONARY STOCHASTIC EXCITATIONS.PROBABILISTIC ENGINEERING MECHANICS. VOL. 40. ISSUE . P. 75 -89 | 22 | 92% | 1 |
6 | CACCIOLA, P , DEODATIS, G , (2011) A METHOD FOR GENERATING FULLY NON-STATIONARY AND SPECTRUM-COMPATIBLE GROUND MOTION VECTOR PROCESSES.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 31. ISSUE 3. P. 351 -360 | 26 | 81% | 16 |
7 | SEXTOS, A , KARAKOSTAS, C , LEKIDIS, V , PAPADOPOULOS, S , (2015) MULTIPLE SUPPORT SEISMIC EXCITATION OF THE EVRIPOS BRIDGE BASED ON FREE-FIELD AND ON-STRUCTURE RECORDINGS.STRUCTURE AND INFRASTRUCTURE ENGINEERING. VOL. 11. ISSUE 11. P. 1510 -1523 | 23 | 82% | 0 |
8 | HEREDIA-ZAVONI, E , SANTA-CRUZ, S , SILVA-GONZALEZ, FL , (2015) MODAL RESPONSE ANALYSIS OF MULTI-SUPPORT STRUCTURES USING A RANDOM VIBRATION APPROACH.EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS. VOL. 44. ISSUE 13. P. 2241 -2260 | 19 | 95% | 0 |
9 | LI, JH , LI, J , (2005) A RESPONSE SPECTRUM METHOD FOR SEISMIC RESPONSE ANALYSIS OF STRUCTURES UNDER MULTI-SUPPORT EXCITATIONS.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 21. ISSUE 3. P. 255-273 | 23 | 100% | 4 |
10 | DINH, VN , BASU, B , BRINKGREVE, RBJ , (2014) WAVELET-BASED EVOLUTIONARY RESPONSE OF MULTISPAN STRUCTURES INCLUDING WAVE-PASSAGE AND SITE-RESPONSE EFFECTS.JOURNAL OF ENGINEERING MECHANICS. VOL. 140. ISSUE 8. P. - | 19 | 86% | 2 |
Classes with closest relation at Level 1 |