IRIS
SULLIVAN, TIMOTHY
 Distribuzione geografica
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Continente #
NA - Nord America 2.960
AS - Asia 2.603
EU - Europa 1.843
SA - Sud America 305
AF - Africa 147
OC - Oceania 71
Continente sconosciuto - Info sul continente non disponibili 2
Totale 7.931
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Nazione #
US - Stati Uniti d'America 2.850
CN - Cina 1.298
SG - Singapore 483
IE - Irlanda 353
UA - Ucraina 278
HK - Hong Kong 240
DE - Germania 214
FI - Finlandia 213
BR - Brasile 191
IT - Italia 184
VN - Vietnam 173
RU - Federazione Russa 153
FR - Francia 116
GB - Regno Unito 100
ZA - Sudafrica 96
SE - Svezia 80
CA - Canada 76
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
ES - Italia 25
MX - Messico 23
NL - Olanda 22
BE - Belgio 20
ID - Indonesia 20
PL - Polonia 18
IQ - Iraq 17
PH - Filippine 17
PK - Pakistan 17
PE - Perù 15
AM - Armenia 14
ET - Etiopia 12
GR - Grecia 12
VE - Venezuela 12
CO - Colombia 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
BB - Barbados 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
Totale 7.927
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Città #
Jacksonville 380
Chandler 360
Dublin 353
San Jose 322
Nanjing 302
Ashburn 237
Singapore 236
Hong Kong 225
Beijing 175
Dallas 157
Nanchang 112
Boardman 110
Johannesburg 88
Shenyang 88
Princeton 82
Hebei 78
Lawrence 75
Changsha 74
Wilmington 73
Lauterbourg 68
Los Angeles 67
Ann Arbor 57
Ho Chi Minh City 57
Helsinki 55
Jiaxing 54
Council Bluffs 53
Hanoi 47
Hangzhou 44
New York 44
Medford 42
Shanghai 40
Tianjin 37
Redondo Beach 35
Buffalo 34
Auckland 30
Milan 30
Munich 26
Moscow 22
Quito 21
Toronto 21
Woodbridge 21
São Paulo 20
Verona 19
Falkenstein 18
Melbourne 18
Montreal 18
Orem 18
Brussels 17
Tokyo 17
Rome 16
Santa Clara 16
Frankfurt am Main 15
Istanbul 15
Des Moines 13
Lima 13
Warsaw 13
Addis Ababa 12
Barcelona 12
Turku 12
Washington 12
Yerevan 12
Chennai 11
Kunming 11
Norwalk 11
San Francisco 11
Atlanta 10
Haiphong 10
Guangzhou 9
Hangyang 9
Stockholm 9
Tashkent 9
Amsterdam 8
Boston 8
London 8
Mountain View 8
Brooklyn 7
Catania 7
Denver 7
Hamilton 7
Mexico City 7
New Delhi 7
Secaucus 7
Tirana 7
Vancouver 7
Baghdad 6
Biên Hòa 6
Brisbane 6
Caracas 6
Chicago 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
Totale 5.026
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Nome #
A model code for the displacement-based seismic design of structures, DBD12 416
Performance-Based Seismic Design of Tall RC Wall Buildings 191
Considerations for the Seismic Assessment of Buildings Using the Direct Displacement-Based Assessment Approach 167
An introduction to structural testing techniques in earthquake engineering 160
Characterising the seismic behaviour of steel MRF structures 144
A model code for the displacement based seismic design of structures : DBD09 draft subject to public enquiry 139
A novel seismic design strategy for structures with complex geometry 134
A Review of Glass Façade Systems and Research into the Seismic Design of Frameless Glass Façades 130
Benefits of vertically distributed isolation devices for an 8-storey structure with complex geometry 129
Characterising the in-plane seismic performance of infill masonry 129
Seismic design of frame-wall structures 128
Developing direct displacement-based design and assessment procedures for performance-based earthquake engineering 125
Towards a Direct Displacement-Based Loss Assessment Methodology for RC Frame Buildings 122
A comparison of displacement-based and force-based design applied to an unbounded post-tensioned precast concrete frame building 115
Application of a recently proposed displacement-based assessment procedure for asymmetric-plan RC wall buildings 112
Development of a computer programme for Direct displacement-based design 112
Deformed Shapes of Steel Moment Resisting Frames Subject to Earthquake Actions 111
P-Delta effects on tall RC frame-wall buildings 111
Evaluation of Higher Mode Effects in Tall Building Response 110
Damage Control for Clay Masonry Infills in the Design of RC Frame Structures 110
An Energy Factor Method for the Displacement-Based Seismic Design of RC Wall Structures 108
Formulation of a direct displacement-based design procedure for steel eccentrically braced frame structures 108
Capacity Design Considerations for RC Frame-Wall Structures 108
Complex geometry structures in seismic regions 106
Accounting for torsion in the DBD of multi-storey wall structures 106
Semi-empirical method to predict the displacement capacity and resistance of cold formed steel frame wood-panel shear walls 106
Seismic design of frame-wall structures 103
Displacement shapes of frame-wall structures for direct displacement based design 102
Un codice modello per il displacement-based design: potenzialità e vantaggi 99
Complex Geometry Structures in Seismic Regions 99
General aspects of the displacement based assessment approach 99
Soil-Foundation-Structure Interaction Considerations for Performance-Based Design of RC Wall Structures on Shallow Foundations 98
Capacity design of coupled RC walls 98
Capacity design of coupled RC walls 96
Predicting torsional response via an effective stiffness-based seismic assessment procedure 95
Dynamic behaviour of T-Shaped RC walls designed with direct displacement-based design 94
Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers 92
P-delta effects on the response of steel moment-resisting frame structures 89
Highlighting Differences between Force-Based and Displacement-Based Design Solutions for Reinforced Concrete Frame Structures 89
Development of computer software for Direct Displacement Based Design 89
Semi-empirical method to predict the displacement capacity and resistance of cold-formed steel wood panel shear walls 88
Introduzione di un nuovo codice modello per DBD 87
Initial stiffness versus secant stiffness in displacement based design 86
Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering 86
Estimating roof-level acceleration spectra for single storey buildings 85
Conceptual seismic design of cable-stayed bridges 85
Displacement Reduction Factors for the Design of Medium and Long Period Structures 84
Direct displacement-based seismic design of steel eccentrically braced frame structures 84
Influence of Structural and Fragility Modeling Decisions in the Probabilistic Loss Assessment of RC Frame Buildings 84
Developments in the field of displacement-based seismic assessment 84
Development of a Displacement-Based Design Method for Steel Dual Systems with Buckling-Restrained Braces and Moment Resisting Frames 83
Towards Improved Floor Spectra Estimates for Seismic Design 83
Development of a Displacement-Based Design for Steel Frame-RC Wall Buildings 82
Direct displacement-based seismic design of steel eccentrically braced frame structures 82
A case study in the capacity design of RC coupled walls 81
Study of the behaviour of slab-coupled T-shaped RC walls 81
Equivalent Viscous Damping for Steel Concentrically Braced Frame Structures 80
Direct displacement-based design of a RC wall-steel EBF dual system with added dampers 79
Potential benefits of an energy-factor displacement-based design approach 78
Displacement considerations for the seismic design of tall RC frame-wall buildings 77
Direct displacement based design of frame-wall structures 77
Estimating the higher-mode response of ductile structures 76
Displacement-based seismic design of SDOF concentrically braced frames 76
Development of a model code for direct displacement based design 75
Retrofit of RC Wall Buildings using Viscous Dampers 75
Development of improved inelastic displacement prediction equations for the seismic design of hybrid systems 75
The limitations and performances of different displacement based design methods 75
Shear forces in RC walls of frame-wall structures 72
DETERMINATION OF DUCTILITY CAPACITY AND OTHER SECTION PROPERTIES OF T-SHAPED RC WALLS IN DIRECT DISPLACEMENT-BASED DESIGN 71
Inelastic Higher-Mode Response in Reinforced Concrete Wall Structures 70
Introduction to a model code for displacement-based seismic design 69
Assessing simplified expressions for the deformation capacity of RC walls 67
Development of a model code for direct displacement-based seismic Design 67
Development of an innovative seismic design procedure for frame-wall structures 67
Exploring the probability of collapse of RC frame structures designed to current New Zealand Standards 63
Seismic Performance of Structural Glass in Modern Façade Structures 62
Displacement-Based Design of Precast Walls with Additional Dampers 61
Rigidezza di Scarico di strutture in C.A. 59
Introduzione di un nuovo codice modello per DBD 56
Direct Displacement-Based Design of a Reinforced Concrete Deck Arch Bridge 55
Sectional response of T-shaped RC walls 54
Totale 7.960
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Categoria #
all - tutte 28.892
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 28.892
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202110 0 0 0 0 0 0 0 0 0 0 0 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
2025/20262.618 243 178 251 280 262 188 382 193 193 231 118 99
Totale 7.960