IRIS
SULLIVAN, TIMOTHY
 Distribuzione geografica
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Continente #
NA - Nord America 2.733
AS - Asia 2.573
EU - Europa 1.830
SA - Sud America 302
AF - Africa 147
OC - Oceania 71
Continente sconosciuto - Info sul continente non disponibili 2
Totale 7.658
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Nazione #
US - Stati Uniti d'America 2.630
CN - Cina 1.286
SG - Singapore 468
IE - Irlanda 353
UA - Ucraina 278
HK - Hong Kong 239
DE - Germania 214
FI - Finlandia 213
BR - Brasile 190
IT - Italia 177
VN - Vietnam 173
RU - Federazione Russa 153
FR - Francia 116
GB - Regno Unito 100
ZA - Sudafrica 96
SE - Svezia 80
CA - Canada 73
IN - India 61
KR - Corea 46
NZ - Nuova Zelanda 44
TR - Turchia 32
JP - Giappone 31
AR - Argentina 30
EC - Ecuador 29
AU - Australia 27
IR - Iran 27
BD - Bangladesh 25
NL - Olanda 22
ES - Italia 21
MX - Messico 21
BE - Belgio 20
ID - Indonesia 18
PL - Polonia 18
IQ - Iraq 17
PH - Filippine 17
PK - Pakistan 17
AM - Armenia 14
PE - Perù 13
ET - Etiopia 12
VE - Venezuela 12
CO - Colombia 10
GR - Grecia 10
TW - Taiwan 10
AL - Albania 9
DZ - Algeria 9
NP - Nepal 9
SA - Arabia Saudita 9
TN - Tunisia 9
UZ - Uzbekistan 9
PY - Paraguay 8
CH - Svizzera 7
PS - Palestinian Territory 7
AZ - Azerbaigian 6
CL - Cile 6
MY - Malesia 6
CR - Costa Rica 5
EG - Egitto 5
LT - Lituania 5
MA - Marocco 5
PT - Portogallo 5
TH - Thailandia 5
AE - Emirati Arabi Uniti 4
AT - Austria 4
IL - Israele 4
JO - Giordania 4
LB - Libano 4
LK - Sri Lanka 4
BH - Bahrain 3
EE - Estonia 3
HU - Ungheria 3
KE - Kenya 3
KZ - Kazakistan 3
LU - Lussemburgo 3
LV - Lettonia 3
MN - Mongolia 3
MU - Mauritius 3
SY - Repubblica araba siriana 3
UY - Uruguay 3
AF - Afghanistan, Repubblica islamica di 2
DK - Danimarca 2
KW - Kuwait 2
NO - Norvegia 2
OM - Oman 2
PA - Panama 2
RO - Romania 2
SI - Slovenia 2
SN - Senegal 2
BO - Bolivia 1
BY - Bielorussia 1
CI - Costa d'Avorio 1
CZ - Repubblica Ceca 1
EU - Europa 1
GD - Grenada 1
GE - Georgia 1
JM - Giamaica 1
KH - Cambogia 1
MD - Moldavia 1
MM - Myanmar 1
NE - Niger 1
RS - Serbia 1
Totale 7.655
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Città #
Jacksonville 380
Chandler 360
Dublin 353
Nanjing 302
Singapore 234
Ashburn 228
Hong Kong 225
San Jose 182
Beijing 175
Dallas 154
Nanchang 112
Boardman 110
Johannesburg 88
Shenyang 88
Princeton 82
Hebei 78
Lawrence 75
Changsha 74
Wilmington 73
Lauterbourg 68
Los Angeles 63
Ann Arbor 57
Ho Chi Minh City 57
Helsinki 55
Jiaxing 54
Hanoi 47
Hangzhou 44
Medford 42
New York 41
Shanghai 40
Tianjin 37
Redondo Beach 35
Buffalo 34
Auckland 30
Milan 30
Munich 26
Moscow 22
Quito 21
Woodbridge 21
São Paulo 20
Toronto 20
Verona 19
Council Bluffs 18
Falkenstein 18
Melbourne 18
Montreal 18
Brussels 17
Orem 17
Tokyo 17
Rome 16
Frankfurt am Main 15
Istanbul 15
Santa Clara 15
Des Moines 13
Warsaw 13
Addis Ababa 12
Lima 12
Turku 12
Washington 12
Yerevan 12
Chennai 11
Kunming 11
Norwalk 11
Haiphong 10
Atlanta 9
Barcelona 9
Guangzhou 9
Hangyang 9
Stockholm 9
Tashkent 9
Amsterdam 8
London 8
Mountain View 8
San Francisco 8
Boston 7
Catania 7
Hamilton 7
New Delhi 7
Secaucus 7
Tirana 7
Vancouver 7
Baghdad 6
Biên Hòa 6
Brisbane 6
Brooklyn 6
Caracas 6
Columbus 6
Fairfield 6
Islamabad 6
Kathmandu 6
Naaldwijk 6
Pavia 6
Rio de Janeiro 6
Seattle 6
Abilene 5
Auburn Hills 5
Baku 5
Bristol 5
Central 5
Changchun 5
Totale 4.812
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Nome #
A model code for the displacement-based seismic design of structures, DBD12 397
Performance-Based Seismic Design of Tall RC Wall Buildings 189
Considerations for the Seismic Assessment of Buildings Using the Direct Displacement-Based Assessment Approach 164
An introduction to structural testing techniques in earthquake engineering 159
Characterising the seismic behaviour of steel MRF structures 142
A model code for the displacement based seismic design of structures : DBD09 draft subject to public enquiry 135
A novel seismic design strategy for structures with complex geometry 132
A Review of Glass Façade Systems and Research into the Seismic Design of Frameless Glass Façades 129
Characterising the in-plane seismic performance of infill masonry 128
Benefits of vertically distributed isolation devices for an 8-storey structure with complex geometry 127
Developing direct displacement-based design and assessment procedures for performance-based earthquake engineering 124
Seismic design of frame-wall structures 122
Towards a Direct Displacement-Based Loss Assessment Methodology for RC Frame Buildings 119
A comparison of displacement-based and force-based design applied to an unbounded post-tensioned precast concrete frame building 110
Deformed Shapes of Steel Moment Resisting Frames Subject to Earthquake Actions 109
Damage Control for Clay Masonry Infills in the Design of RC Frame Structures 109
P-Delta effects on tall RC frame-wall buildings 109
Development of a computer programme for Direct displacement-based design 108
An Energy Factor Method for the Displacement-Based Seismic Design of RC Wall Structures 107
Evaluation of Higher Mode Effects in Tall Building Response 106
Semi-empirical method to predict the displacement capacity and resistance of cold formed steel frame wood-panel shear walls 105
Complex geometry structures in seismic regions 104
Accounting for torsion in the DBD of multi-storey wall structures 104
Formulation of a direct displacement-based design procedure for steel eccentrically braced frame structures 104
Capacity Design Considerations for RC Frame-Wall Structures 103
Displacement shapes of frame-wall structures for direct displacement based design 98
Complex Geometry Structures in Seismic Regions 98
General aspects of the displacement based assessment approach 97
Un codice modello per il displacement-based design: potenzialità e vantaggi 96
Capacity design of coupled RC walls 96
Soil-Foundation-Structure Interaction Considerations for Performance-Based Design of RC Wall Structures on Shallow Foundations 95
Application of a recently proposed displacement-based assessment procedure for asymmetric-plan RC wall buildings 94
Seismic design of frame-wall structures 94
Capacity design of coupled RC walls 91
Dynamic behaviour of T-Shaped RC walls designed with direct displacement-based design 89
Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers 89
P-delta effects on the response of steel moment-resisting frame structures 87
Highlighting Differences between Force-Based and Displacement-Based Design Solutions for Reinforced Concrete Frame Structures 87
Development of computer software for Direct Displacement Based Design 87
Initial stiffness versus secant stiffness in displacement based design 85
Introduzione di un nuovo codice modello per DBD 85
Estimating roof-level acceleration spectra for single storey buildings 84
Predicting torsional response via an effective stiffness-based seismic assessment procedure 83
Influence of Structural and Fragility Modeling Decisions in the Probabilistic Loss Assessment of RC Frame Buildings 83
Conceptual seismic design of cable-stayed bridges 83
Semi-empirical method to predict the displacement capacity and resistance of cold-formed steel wood panel shear walls 82
Direct displacement-based seismic design of steel eccentrically braced frame structures 82
Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering 82
Displacement Reduction Factors for the Design of Medium and Long Period Structures 81
Development of a Displacement-Based Design for Steel Frame-RC Wall Buildings 81
Towards Improved Floor Spectra Estimates for Seismic Design 81
Development of a Displacement-Based Design Method for Steel Dual Systems with Buckling-Restrained Braces and Moment Resisting Frames 80
Study of the behaviour of slab-coupled T-shaped RC walls 80
Developments in the field of displacement-based seismic assessment 80
Direct displacement-based seismic design of steel eccentrically braced frame structures 77
Direct displacement-based design of a RC wall-steel EBF dual system with added dampers 76
Equivalent Viscous Damping for Steel Concentrically Braced Frame Structures 76
Potential benefits of an energy-factor displacement-based design approach 75
A case study in the capacity design of RC coupled walls 74
Displacement considerations for the seismic design of tall RC frame-wall buildings 74
Direct displacement based design of frame-wall structures 74
Displacement-based seismic design of SDOF concentrically braced frames 74
Development of improved inelastic displacement prediction equations for the seismic design of hybrid systems 73
Estimating the higher-mode response of ductile structures 72
Development of a model code for direct displacement based design 72
The limitations and performances of different displacement based design methods 71
Retrofit of RC Wall Buildings using Viscous Dampers 70
Shear forces in RC walls of frame-wall structures 69
DETERMINATION OF DUCTILITY CAPACITY AND OTHER SECTION PROPERTIES OF T-SHAPED RC WALLS IN DIRECT DISPLACEMENT-BASED DESIGN 69
Inelastic Higher-Mode Response in Reinforced Concrete Wall Structures 66
Introduction to a model code for displacement-based seismic design 66
Development of a model code for direct displacement-based seismic Design 65
Development of an innovative seismic design procedure for frame-wall structures 64
Exploring the probability of collapse of RC frame structures designed to current New Zealand Standards 62
Assessing simplified expressions for the deformation capacity of RC walls 62
Seismic Performance of Structural Glass in Modern Façade Structures 59
Displacement-Based Design of Precast Walls with Additional Dampers 59
Rigidezza di Scarico di strutture in C.A. 55
Direct Displacement-Based Design of a Reinforced Concrete Deck Arch Bridge 54
Introduzione di un nuovo codice modello per DBD 53
Sectional response of T-shaped RC walls 51
Totale 7.687
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Categoria #
all - tutte 27.266
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 27.266
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021167 0 0 0 0 0 0 0 0 0 83 74 10
2021/2022300 5 5 15 8 6 6 5 29 25 7 38 151
2022/20231.114 129 68 4 95 102 118 9 64 431 12 59 23
2023/2024554 28 71 31 34 39 126 36 29 12 30 76 42
2024/20251.167 36 115 48 59 53 43 44 112 202 22 114 319
2025/20262.345 243 178 251 280 262 188 382 193 193 175 0 0
Totale 7.687