IRIS
SULLIVAN, TIMOTHY
 Distribuzione geografica
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Continente #
NA - Nord America 3.719
AS - Asia 2.629
EU - Europa 1.900
SA - Sud America 319
AF - Africa 148
OC - Oceania 72
Continente sconosciuto - Info sul continente non disponibili 32
Totale 8.819
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Nazione #
US - Stati Uniti d'America 3.548
CN - Cina 1.304
SG - Singapore 485
IE - Irlanda 354
UA - Ucraina 278
HK - Hong Kong 242
IT - Italia 228
DE - Germania 217
FI - Finlandia 213
BR - Brasile 194
VN - Vietnam 173
RU - Federazione Russa 153
FR - Francia 116
GB - Regno Unito 105
CA - Canada 101
ZA - Sudafrica 97
SE - Svezia 80
IN - India 65
KR - Corea 47
NZ - Nuova Zelanda 45
EC - Ecuador 32
TR - Turchia 32
JP - Giappone 31
AR - Argentina 30
BD - Bangladesh 29
IR - Iran 29
AU - Australia 27
ES - Italia 25
NL - Olanda 25
MX - Messico 24
BE - Belgio 20
ID - Indonesia 20
PE - Perù 20
PL - Polonia 18
IQ - Iraq 17
PH - Filippine 17
PK - Pakistan 17
AM - Armenia 14
CO - Colombia 12
CR - Costa Rica 12
ET - Etiopia 12
GR - Grecia 12
VE - Venezuela 12
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
AE - Emirati Arabi Uniti 7
CH - Svizzera 7
CL - Cile 7
PS - Palestinian Territory 7
AZ - Azerbaigian 6
MY - Malesia 6
PA - Panama 6
TH - Thailandia 6
EG - Egitto 5
HN - Honduras 5
IL - Israele 5
LT - Lituania 5
MA - Marocco 5
PT - Portogallo 5
AT - Austria 4
JO - Giordania 4
LB - Libano 4
LK - Sri Lanka 4
NI - Nicaragua 4
BH - Bahrain 3
EE - Estonia 3
GP - Guadalupe 3
HU - Ungheria 3
JM - Giamaica 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
BB - Barbados 2
DK - Danimarca 2
GT - Guatemala 2
KW - Kuwait 2
NO - Norvegia 2
OM - Oman 2
RO - Romania 2
SI - Slovenia 2
SN - Senegal 2
SV - El Salvador 2
TT - Trinidad e Tobago 2
BG - Bulgaria 1
BO - Bolivia 1
BS - Bahamas 1
BY - Bielorussia 1
BZ - Belize 1
Totale 8.774
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Città #
Jacksonville 380
Chandler 360
Dublin 353
San Jose 330
Nanjing 302
Ashburn 286
Singapore 238
Hong Kong 227
Council Bluffs 179
Beijing 176
Dallas 160
Nanchang 112
Boardman 110
Johannesburg 88
Shenyang 88
Princeton 82
Hebei 78
Lawrence 75
Changsha 74
Wilmington 74
Los Angeles 71
Lauterbourg 68
Ann Arbor 57
Ho Chi Minh City 57
Helsinki 55
Jiaxing 54
Hanoi 47
New York 47
Hangzhou 44
Medford 42
Shanghai 40
Tianjin 37
Milan 35
Redondo Beach 35
Buffalo 34
Auckland 30
Munich 26
Atlanta 24
Santa Clara 23
Toronto 23
Montreal 22
Moscow 22
São Paulo 22
Woodbridge 22
Quito 21
Verona 21
Orem 19
Falkenstein 18
Lima 18
Melbourne 18
Rome 18
Brussels 17
Tokyo 17
Frankfurt am Main 15
Istanbul 15
Des Moines 13
Warsaw 13
Washington 13
Addis Ababa 12
Barcelona 12
Chicago 12
San Francisco 12
Turku 12
Yerevan 12
Chennai 11
Kunming 11
Norwalk 11
Vancouver 11
Columbus 10
Haiphong 10
Guangzhou 9
Hangyang 9
Stockholm 9
Tashkent 9
Amsterdam 8
Boston 8
Brooklyn 8
Catania 8
Denver 8
Houston 8
London 8
Mexico City 8
Mountain View 8
Hamilton 7
New Delhi 7
Seattle 7
Secaucus 7
Tirana 7
Baghdad 6
Biên Hòa 6
Brisbane 6
Caracas 6
Fairfield 6
Foligno 6
Islamabad 6
Kathmandu 6
Naaldwijk 6
Naples 6
Palermo 6
Pavia 6
Totale 5.296
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Nome #
A model code for the displacement-based seismic design of structures, DBD12 448
Development of a computer programme for Direct displacement-based design 270
Capacity design of coupled RC walls 256
Performance-Based Seismic Design of Tall RC Wall Buildings 206
Considerations for the Seismic Assessment of Buildings Using the Direct Displacement-Based Assessment Approach 171
An introduction to structural testing techniques in earthquake engineering 167
Characterising the seismic behaviour of steel MRF structures 151
Benefits of vertically distributed isolation devices for an 8-storey structure with complex geometry 145
A model code for the displacement based seismic design of structures : DBD09 draft subject to public enquiry 145
A novel seismic design strategy for structures with complex geometry 139
A Review of Glass Façade Systems and Research into the Seismic Design of Frameless Glass Façades 138
Seismic design of frame-wall structures 136
Characterising the in-plane seismic performance of infill masonry 134
Developing direct displacement-based design and assessment procedures for performance-based earthquake engineering 133
Evaluation of Higher Mode Effects in Tall Building Response 130
Application of a recently proposed displacement-based assessment procedure for asymmetric-plan RC wall buildings 125
Towards a Direct Displacement-Based Loss Assessment Methodology for RC Frame Buildings 125
Damage Control for Clay Masonry Infills in the Design of RC Frame Structures 122
A comparison of displacement-based and force-based design applied to an unbounded post-tensioned precast concrete frame building 121
Formulation of a direct displacement-based design procedure for steel eccentrically braced frame structures 117
Displacement shapes of frame-wall structures for direct displacement based design 115
An Energy Factor Method for the Displacement-Based Seismic Design of RC Wall Structures 115
Capacity Design Considerations for RC Frame-Wall Structures 115
P-Delta effects on tall RC frame-wall buildings 115
Deformed Shapes of Steel Moment Resisting Frames Subject to Earthquake Actions 114
Accounting for torsion in the DBD of multi-storey wall structures 113
Seismic design of frame-wall structures 112
Complex geometry structures in seismic regions 111
General aspects of the displacement based assessment approach 110
Semi-empirical method to predict the displacement capacity and resistance of cold formed steel frame wood-panel shear walls 109
Semi-empirical method to predict the displacement capacity and resistance of cold-formed steel wood panel shear walls 108
Un codice modello per il displacement-based design: potenzialità e vantaggi 107
Soil-Foundation-Structure Interaction Considerations for Performance-Based Design of RC Wall Structures on Shallow Foundations 106
Complex Geometry Structures in Seismic Regions 104
Predicting torsional response via an effective stiffness-based seismic assessment procedure 103
Dynamic behaviour of T-Shaped RC walls designed with direct displacement-based design 103
Capacity design of coupled RC walls 102
Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers 98
P-delta effects on the response of steel moment-resisting frame structures 95
Highlighting Differences between Force-Based and Displacement-Based Design Solutions for Reinforced Concrete Frame Structures 95
Towards Improved Floor Spectra Estimates for Seismic Design 95
Development of computer software for Direct Displacement Based Design 93
Displacement Reduction Factors for the Design of Medium and Long Period Structures 92
Development of a Displacement-Based Design Method for Steel Dual Systems with Buckling-Restrained Braces and Moment Resisting Frames 91
Direct displacement-based seismic design of steel eccentrically braced frame structures 91
Estimating roof-level acceleration spectra for single storey buildings 90
Initial stiffness versus secant stiffness in displacement based design 90
Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering 90
Introduzione di un nuovo codice modello per DBD 90
Conceptual seismic design of cable-stayed bridges 89
Developments in the field of displacement-based seismic assessment 89
Influence of Structural and Fragility Modeling Decisions in the Probabilistic Loss Assessment of RC Frame Buildings 87
Direct displacement-based seismic design of steel eccentrically braced frame structures 87
Study of the behaviour of slab-coupled T-shaped RC walls 86
Development of a Displacement-Based Design for Steel Frame-RC Wall Buildings 85
Direct displacement-based design of a RC wall-steel EBF dual system with added dampers 84
Equivalent Viscous Damping for Steel Concentrically Braced Frame Structures 84
The limitations and performances of different displacement based design methods 84
A case study in the capacity design of RC coupled walls 83
Estimating the higher-mode response of ductile structures 83
Direct displacement based design of frame-wall structures 83
Development of a model code for direct displacement based design 83
Potential benefits of an energy-factor displacement-based design approach 82
Development of improved inelastic displacement prediction equations for the seismic design of hybrid systems 82
Displacement considerations for the seismic design of tall RC frame-wall buildings 81
Retrofit of RC Wall Buildings using Viscous Dampers 80
Displacement-based seismic design of SDOF concentrically braced frames 80
Shear forces in RC walls of frame-wall structures 77
Development of a model code for direct displacement-based seismic Design 76
DETERMINATION OF DUCTILITY CAPACITY AND OTHER SECTION PROPERTIES OF T-SHAPED RC WALLS IN DIRECT DISPLACEMENT-BASED DESIGN 75
Inelastic Higher-Mode Response in Reinforced Concrete Wall Structures 74
Development of an innovative seismic design procedure for frame-wall structures 73
Introduction to a model code for displacement-based seismic design 73
Assessing simplified expressions for the deformation capacity of RC walls 71
Exploring the probability of collapse of RC frame structures designed to current New Zealand Standards 68
Displacement-Based Design of Precast Walls with Additional Dampers 68
Seismic Performance of Structural Glass in Modern Façade Structures 65
Rigidezza di Scarico di strutture in C.A. 62
Introduzione di un nuovo codice modello per DBD 59
Sectional response of T-shaped RC walls 58
Direct Displacement-Based Design of a Reinforced Concrete Deck Arch Bridge 57
Totale 8.819
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Categoria #
all - tutte 32.739
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 32.739
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022275 0 0 0 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
2025/20262.656 243 178 251 280 262 188 382 193 193 231 118 137
2026/2027821 80 409 118 214 0 0 0 0 0 0 0 0
Totale 8.819