Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
941 | 2863 | 26.7 | 35% |
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 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | Journal | 87 | 16% | 17% | 488 |
2 | PUSHOVER ANALYSIS | Author keyword | 52 | 37% | 4% | 113 |
3 | JOURNAL OF EARTHQUAKE ENGINEERING | Journal | 42 | 21% | 6% | 174 |
4 | INCREMENTAL DYNAMIC ANALYSIS | Author keyword | 41 | 46% | 2% | 67 |
5 | INELASTIC DISPLACEMENT RATIO | Author keyword | 35 | 89% | 1% | 16 |
6 | MODAL PUSHOVER ANALYSIS | Author keyword | 35 | 86% | 1% | 18 |
7 | PERFORMANCE BASED EARTHQUAKE ENGINEERING | Author keyword | 32 | 56% | 1% | 39 |
8 | SEISMIC DEMANDS | Author keyword | 31 | 76% | 1% | 22 |
9 | FRAGILITY CURVES | Author keyword | 29 | 39% | 2% | 59 |
10 | HIGHER MODE EFFECTS | Author keyword | 28 | 69% | 1% | 24 |
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 | PUSHOVER ANALYSIS | 52 | 37% | 4% | 113 | Search PUSHOVER+ANALYSIS | Search PUSHOVER+ANALYSIS |
2 | INCREMENTAL DYNAMIC ANALYSIS | 41 | 46% | 2% | 67 | Search INCREMENTAL+DYNAMIC+ANALYSIS | Search INCREMENTAL+DYNAMIC+ANALYSIS |
3 | INELASTIC DISPLACEMENT RATIO | 35 | 89% | 1% | 16 | Search INELASTIC+DISPLACEMENT+RATIO | Search INELASTIC+DISPLACEMENT+RATIO |
4 | MODAL PUSHOVER ANALYSIS | 35 | 86% | 1% | 18 | Search MODAL+PUSHOVER+ANALYSIS | Search MODAL+PUSHOVER+ANALYSIS |
5 | PERFORMANCE BASED EARTHQUAKE ENGINEERING | 32 | 56% | 1% | 39 | Search PERFORMANCE+BASED+EARTHQUAKE+ENGINEERING | Search PERFORMANCE+BASED+EARTHQUAKE+ENGINEERING |
6 | SEISMIC DEMANDS | 31 | 76% | 1% | 22 | Search SEISMIC+DEMANDS | Search SEISMIC+DEMANDS |
7 | FRAGILITY CURVES | 29 | 39% | 2% | 59 | Search FRAGILITY+CURVES | Search FRAGILITY+CURVES |
8 | HIGHER MODE EFFECTS | 28 | 69% | 1% | 24 | Search HIGHER+MODE+EFFECTS | Search HIGHER+MODE+EFFECTS |
9 | COLLAPSE CAPACITY | 24 | 91% | 0% | 10 | Search COLLAPSE+CAPACITY | Search COLLAPSE+CAPACITY |
10 | ASYMMETRIC BUILDINGS | 23 | 64% | 1% | 23 | Search ASYMMETRIC+BUILDINGS | Search ASYMMETRIC+BUILDINGS |
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 | INCREMENTAL DYNAMIC ANALYSIS | 105 | 68% | 3% | 91 |
2 | PUSHOVER ANALYSIS PROCEDURE | 69 | 81% | 1% | 42 |
3 | NONLINEAR STATIC ANALYSIS | 53 | 95% | 1% | 18 |
4 | TORSIONAL PROVISIONS | 49 | 94% | 1% | 17 |
5 | SEISMIC DESIGN | 49 | 37% | 4% | 106 |
6 | INTENSITY MEASURES | 47 | 66% | 2% | 43 |
7 | PUSHOVER ANALYSIS | 44 | 60% | 2% | 48 |
8 | CRITICAL EXCITATION | 42 | 94% | 1% | 15 |
9 | SEISMIC DEMANDS | 40 | 77% | 1% | 27 |
10 | ASYMMETRIC BUILDINGS | 39 | 80% | 1% | 24 |
Journals |
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 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 87 | 16% | 17% | 488 |
2 | JOURNAL OF EARTHQUAKE ENGINEERING | 42 | 21% | 6% | 174 |
3 | EARTHQUAKE SPECTRA | 24 | 16% | 5% | 141 |
4 | STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 23 | 19% | 4% | 111 |
5 | BULLETIN OF EARTHQUAKE ENGINEERING | 22 | 16% | 4% | 123 |
6 | EARTHQUAKES AND STRUCTURES | 14 | 19% | 2% | 66 |
7 | EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION | 9 | 13% | 2% | 61 |
8 | STRUCTURAL DESIGN OF TALL BUILDINGS | 7 | 20% | 1% | 29 |
Reviews |
Title | Publ. year | Cit. | Active references | % act. ref. to same field |
---|---|---|---|---|
Earthquake induced torsion in buildings: critical review and state of the art | 2015 | 2 | 230 | 73% |
Performance-based design in earthquake engineering: state of development | 2001 | 80 | 2 | 100% |
A review of research on seismic behaviour of irregular building structures since 2002 | 2008 | 38 | 41 | 54% |
Failure criteria and cumulative damage models for steel components under cyclic loading | 2009 | 8 | 12 | 100% |
A state-of-knowledge review of the influence of strong-motion duration on structural damage | 2006 | 37 | 54 | 63% |
Risk-benefit-based design decisions for low-probability/high consequence earthquake events in Mid-America | 2005 | 38 | 23 | 65% |
Seismic shear forces on RC walls: review and bibliography | 2013 | 1 | 28 | 82% |
Seismic critical excitation method for robust design: A review | 2002 | 29 | 22 | 82% |
Seismic fragility assessment of highway bridges: a state-of-the-art review | 2015 | 0 | 75 | 72% |
MODELING, ANALYSIS AND RELIABILITY OF SEISMICALLY EXCITED STRUCTURES: COMPUTATIONAL ISSUES | 2008 | 13 | 62 | 31% |
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 | MID AMER EARTHQUAKE | 15 | 63% | 0.5% | 15 |
2 | STRUCT MECH EARTHQUAKE ENGN | 9 | 67% | 0.3% | 8 |
3 | EARTHQUAKE STRUCT SCI | 6 | 80% | 0.1% | 4 |
4 | ARCHITECTURE DIDA | 6 | 71% | 0.2% | 5 |
5 | ROSE PROGRAMME | 6 | 53% | 0.3% | 8 |
6 | OFF THEORET PL MECH | 5 | 29% | 0.5% | 15 |
7 | STRUCT ANAL SEISM | 5 | 20% | 0.7% | 21 |
8 | PRICOS ARCHITETTURA | 4 | 67% | 0.1% | 4 |
9 | ROSE | 4 | 19% | 0.7% | 21 |
10 | STRUCT GEOTECH GEOL PL ENGN | 3 | 100% | 0.1% | 3 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000190441 | INFILLED FRAMES//MASONRY INFILL//MASONRY INFILLS |
2 | 0.0000160622 | COMPLEX BUILDING//SUPER TALL BUILDING//ELASTO PLASTIC TIME HISTORY ANALYSIS |
3 | 0.0000152252 | WAVE PROPAGATION IN BUILDINGS//WAVE PROPAGATION IN STRUCTURES//WAVE TRAVEL TIME |
4 | 0.0000146638 | OPTIMAL DAMPER PLACEMENT//SUPPLEMENTAL DAMPING//VISCOUS DAMPERS |
5 | 0.0000138054 | BUCKLING RESTRAINED BRACE//CONCENTRICALLY BRACED FRAMES//STEEL PLATE SHEAR WALLS |
6 | 0.0000136540 | BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA//SEISMIC HAZARD//PEAK GROUND ACCELERATION |
7 | 0.0000115571 | SEISMIC ISOLATION//BASE ISOLATION//FRICTION PENDULUM SYSTEM |
8 | 0.0000109661 | BEAM COLUMN JOINTS//BEAM COLUMN JOINT//JOINTS JUNCTIONS |
9 | 0.0000105862 | PCI JOURNAL//SELF CENTERING//SELF CENTERING SYSTEMS |
10 | 0.0000105788 | MODULARIZED STRUCTURE//LUMPED DAMAGE MECHANICS//ADAPTIVELY SHIFTED INTEGRATION TECHNIQUE |