Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
20505 | 396 | 23.7 | 26% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
1000 | 9906 | ENERGY HARVESTING//JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES//SMART MATERIALS AND STRUCTURES |
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 | HUMAN STRUCTURE INTERACTION | Author keyword | 18 | 59% | 5% | 20 |
2 | VIBRATION SERVICEABILITY | Author keyword | 17 | 57% | 5% | 20 |
3 | FOOTBRIDGES | Author keyword | 15 | 47% | 6% | 24 |
4 | DYNAMIC STRUCTURAL DESIGN | Author keyword | 9 | 83% | 1% | 5 |
5 | HUMAN INDUCED LOADS | Author keyword | 8 | 100% | 1% | 5 |
6 | HUMAN STRUCTURE DYNAMIC INTERACTION | Author keyword | 6 | 71% | 1% | 5 |
7 | GRANDSTANDS | Author keyword | 6 | 100% | 1% | 4 |
8 | FOOTBRIDGE | Author keyword | 5 | 25% | 5% | 19 |
9 | BRIDGES PEDESTRIAN | Author keyword | 4 | 75% | 1% | 3 |
10 | BUILDING STRUCTURES DESIGN | Author keyword | 4 | 75% | 1% | 3 |
Web of Science journal categories |
Author Key Words |
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 |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | HUMAN STRUCTURE INTERACTION | 18 | 59% | 5% | 20 | Search HUMAN+STRUCTURE+INTERACTION | Search HUMAN+STRUCTURE+INTERACTION |
2 | VIBRATION SERVICEABILITY | 17 | 57% | 5% | 20 | Search VIBRATION+SERVICEABILITY | Search VIBRATION+SERVICEABILITY |
3 | FOOTBRIDGES | 15 | 47% | 6% | 24 | Search FOOTBRIDGES | Search FOOTBRIDGES |
4 | DYNAMIC STRUCTURAL DESIGN | 9 | 83% | 1% | 5 | Search DYNAMIC+STRUCTURAL+DESIGN | Search DYNAMIC+STRUCTURAL+DESIGN |
5 | HUMAN INDUCED LOADS | 8 | 100% | 1% | 5 | Search HUMAN+INDUCED+LOADS | Search HUMAN+INDUCED+LOADS |
6 | HUMAN STRUCTURE DYNAMIC INTERACTION | 6 | 71% | 1% | 5 | Search HUMAN+STRUCTURE+DYNAMIC+INTERACTION | Search HUMAN+STRUCTURE+DYNAMIC+INTERACTION |
7 | GRANDSTANDS | 6 | 100% | 1% | 4 | Search GRANDSTANDS | Search GRANDSTANDS |
8 | FOOTBRIDGE | 5 | 25% | 5% | 19 | Search FOOTBRIDGE | Search FOOTBRIDGE |
9 | BRIDGES PEDESTRIAN | 4 | 75% | 1% | 3 | Search BRIDGES++PEDESTRIAN | Search BRIDGES++PEDESTRIAN |
10 | BUILDING STRUCTURES DESIGN | 4 | 75% | 1% | 3 | Search BUILDING+STRUCTURES++DESIGN | Search BUILDING+STRUCTURES++DESIGN |
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 | FOOTBRIDGES | 36 | 70% | 8% | 30 |
2 | SYNCHRONOUS WALKING | 20 | 100% | 2% | 9 |
3 | PERCEPTIBLY MOVING STRUCTURE | 8 | 100% | 1% | 5 |
4 | VIBRATION SERVICEABILITY | 5 | 63% | 1% | 5 |
5 | PEDESTRIAN BRIDGE | 4 | 75% | 1% | 3 |
6 | SERVICEABILITY | 4 | 27% | 3% | 12 |
7 | FLOOR VIBRATIONS | 3 | 57% | 1% | 4 |
8 | FOOTFALL INDUCED VIBRATIONS | 3 | 100% | 1% | 3 |
9 | INDUCED DYNAMIC FORCES | 3 | 100% | 1% | 3 |
10 | PRETENSIONED CABLES | 3 | 100% | 1% | 3 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references | % act. ref. to same field |
---|---|---|---|---|
Pedestrian-induced lateral vibrations of footbridges: A literature review | 2012 | 16 | 44 | 64% |
Vibration serviceability of footbridges under human-induced excitation: a literature review | 2005 | 115 | 33 | 55% |
Vibration serviceability of stadia structures subjected to dynamic crowd loads: A literature review | 2011 | 8 | 39 | 79% |
Response of high frequency floors: A literature review | 2010 | 9 | 10 | 90% |
Crowd-structure interaction in lively footbridges under synchronous lateral excitation: A literature review | 2009 | 28 | 44 | 32% |
Experimental identification and analytical modelling of human walking forces: Literature review | 2009 | 52 | 115 | 17% |
EFFECT OF IMPOSED LOAD ON SOLID-SAWN WOOD-JOIST FLOOR VIBRATIONS | 1995 | 1 | 2 | 100% |
FE modelling of light weight wooden assemblies - Parameter study and comparison between analyses and experiments | 2014 | 0 | 3 | 33% |
Modern facilities for experimental measurement of dynamic loads induced by humans: A literature review | 2013 | 1 | 29 | 14% |
REVIEW OF LIVE LOADS DUE TO HUMAN MOVEMENTS | 1986 | 0 | 3 | 100% |
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 | GHAZVIN BRANCH | 2 | 67% | 0.5% | 2 |
2 | MODAL ANAL CONTROLS | 2 | 43% | 0.8% | 3 |
3 | ROBERT BIRD GRP | 1 | 100% | 0.5% | 2 |
4 | TECNOL CONSTRUCC | 1 | 50% | 0.5% | 2 |
5 | STRUCT ENGN CONSTRUCT | 1 | 33% | 0.8% | 3 |
6 | GRP INVEST INGN SISM INGN EOL ESTRUCT INTELIGEN | 1 | 40% | 0.5% | 2 |
7 | BAUWERK UTZSYST | 1 | 50% | 0.3% | 1 |
8 | CIVIL ENGN STRUCT MAT | 1 | 50% | 0.3% | 1 |
9 | ENPC NAVIERUMR 8205 | 1 | 50% | 0.3% | 1 |
10 | HBEREICH BAUDYNAM | 1 | 50% | 0.3% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000129741 | TUNED MASS DAMPERS//TUNED LIQUID COLUMN DAMPER//TLCD |
2 | 0.0000100888 | ENGN PROC AUTOMAT INTEGRATED MFG SYST//MECHATRON DESIGNING TECH SYST//DISTRIBUTION OF THE CHARACTERISTIC |
3 | 0.0000097234 | OPERATIONAL MODAL ANALYSIS//SUBSPACE IDENTIFICATION//STOCHASTIC SUBSPACE IDENTIFICATION |
4 | 0.0000083703 | WHOLE BODY VIBRATION//HUMAN TORS UNIT//APPARENT MASS |
5 | 0.0000058807 | THEORET MECH DYNAM VIBRAT//GROUND VIBRATION//WAVE BARRIER |
6 | 0.0000051627 | VIBRATION ISOLATION//ENGINE MOUNT//HYDRAULIC ENGINE MOUNT |
7 | 0.0000051581 | FLUTTER DERIVATIVES//BRIDGE AERODYNAMICS//BUFFETING |
8 | 0.0000050227 | GAIT & POSTURE//LOCAL DYNAMIC STABILITY//GAIT VARIABILITY |
9 | 0.0000049922 | CONSISTENTLY LINEARIZED EIGENPROBLEM//IMPERFECTION INSENSITIVITY//HILLTOP BUCKLING |
10 | 0.0000046937 | MOVING MASS//MOVING LOAD//VEHICLE BRIDGE INTERACTION |