Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 23527 | 288 | 30.9 | 33% |
Classes in level above (level 2) |
| ID, lev. above |
Publications | Label for level above |
|---|---|---|
| 439 | 15579 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//ENGINEERING STRUCTURES//MASONRY |
Terms with highest relevance score |
| Rank | Term | Type of term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
|---|---|---|---|---|---|---|
| 1 | WAVE PROPAGATION IN BUILDINGS | Author keyword | 13 | 80% | 3% | 8 |
| 2 | WAVE PROPAGATION IN STRUCTURES | Author keyword | 11 | 100% | 2% | 6 |
| 3 | WAVE TRAVEL TIME | Author keyword | 4 | 75% | 1% | 3 |
| 4 | FUNDAMENTAL PERIOD | Author keyword | 3 | 29% | 3% | 10 |
| 5 | 1994 NORTHRIDGE EARTHQUAKE | Author keyword | 3 | 57% | 1% | 4 |
| 6 | PERIOD OF VIBRATION | Author keyword | 3 | 57% | 1% | 4 |
| 7 | IMPERIAL COUNTY SERVICES BUILDING | Author keyword | 3 | 100% | 1% | 3 |
| 8 | RED TAGGED BUILDINGS | Author keyword | 3 | 100% | 1% | 3 |
| 9 | NORTHRIDGE EARTHQUAKE | Author keyword | 3 | 27% | 3% | 10 |
| 10 | DATA DRIVEN TOOLS | Author keyword | 2 | 67% | 1% | 2 |
Web of Science journal categories |
Author Key Words |
Key Words Plus |
| Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
|---|---|---|---|---|---|
| 1 | APPARENT PERIODS | 33 | 66% | 11% | 31 |
| 2 | 17 JANUARY 1994 | 25 | 75% | 6% | 18 |
| 3 | LOCAL SOIL | 22 | 81% | 5% | 13 |
| 4 | EARTHQUAKE DAMAGE DETECTION | 19 | 76% | 5% | 13 |
| 5 | LONG STRUCTURES | 18 | 61% | 7% | 19 |
| 6 | SURFACE STRAINS | 14 | 64% | 5% | 14 |
| 7 | NONLINEAR SOIL RESPONSE | 14 | 55% | 6% | 17 |
| 8 | MILLIKAN LIBRARY | 13 | 69% | 4% | 11 |
| 9 | DIFFERENTIAL MOTION | 11 | 60% | 4% | 12 |
| 10 | SHEAR WALL BUILDINGS | 9 | 67% | 3% | 8 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| Earthquake response spectra for performance based design-A critical review | 2012 | 6 | 26 | 85% |
| 75th anniversary of strong motion observation-A historical review | 2009 | 10 | 11 | 64% |
| Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion | 2001 | 21 | 25 | 84% |
| Early history of the response spectrum method | 2008 | 2 | 4 | 75% |
Address terms |
| Rank | Address term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
|---|---|---|---|---|---|
| 1 | CNRS IFSTTAR | 1 | 50% | 0.7% | 2 |
| 2 | GEOMAT GENIE CIVIL BATIMENT | 1 | 100% | 0.7% | 2 |
| 3 | PL COMP MECH ENAC IIC IMAC | 1 | 100% | 0.7% | 2 |
| 4 | PL COMP MECH IMAC | 1 | 21% | 1.0% | 3 |
| 5 | BOWEN LARGE SCALE CIVIL ENGN | 1 | 50% | 0.3% | 1 |
| 6 | EARTHQUAKE ENG | 1 | 50% | 0.3% | 1 |
| 7 | FGC | 1 | 50% | 0.3% | 1 |
| 8 | PUERTO RICO STRONG MOT PROGRAM | 1 | 50% | 0.3% | 1 |
| 9 | CHARGE COURS | 0 | 33% | 0.3% | 1 |
| 10 | DOTA SLS | 0 | 33% | 0.3% | 1 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000201241 | FUNDAMENTALSTN WETTZELL//FOR EINRICHTUNG SATELLITENGEODASIE//FOR EINRICHTUNG SATELLITENGEODAESIE |
| 2 | 0.0000188593 | MICROTREMOR//SITE EFFECTS//MICROTREMORS |
| 3 | 0.0000152252 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//PUSHOVER ANALYSIS//JOURNAL OF EARTHQUAKE ENGINEERING |
| 4 | 0.0000152076 | EARTHQUAKE EARLY WARNING//EARTHQUAKE EARLY WARNING SYSTEM//SEISMIC HAZARD MITIGATION |
| 5 | 0.0000149032 | SCALED BOUNDARY FINITE ELEMENT METHOD//HYDRAUL ENERGY//SOIL STRUCTURE INTERACTION |
| 6 | 0.0000147203 | OPERATIONAL MODAL ANALYSIS//SUBSPACE IDENTIFICATION//STOCHASTIC SUBSPACE IDENTIFICATION |
| 7 | 0.0000139705 | POUNDING//STRUCTURAL POUNDING//SPECTRAL REPRESENTATION METHOD |
| 8 | 0.0000138944 | INFILLED FRAMES//MASONRY INFILL//MASONRY INFILLS |
| 9 | 0.0000126353 | FRAMED TUBE//CONTINUOUS CONNECTION METHOD//STIFFENING BEAM |
| 10 | 0.0000124742 | SEISMIC INTERFEROMETRY//WAVE PHENOMENA//PASSIVE SENSOR IMAGING |