SULLIVAN, TIMOTHY
 Distribuzione geografica
Continente #
NA - Nord America 2.454
AS - Asia 2.212
EU - Europa 1.673
SA - Sud America 231
OC - Oceania 69
AF - Africa 40
Continente sconosciuto - Info sul continente non disponibili 1
Totale 6.680
Nazione #
US - Stati Uniti d'America 2.361
CN - Cina 1.235
SG - Singapore 400
IE - Irlanda 348
UA - Ucraina 277
FI - Finlandia 209
HK - Hong Kong 207
DE - Germania 200
BR - Brasile 157
IT - Italia 153
RU - Federazione Russa 151
GB - Regno Unito 87
SE - Svezia 79
VN - Vietnam 74
CA - Canada 69
KR - Corea 45
NZ - Nuova Zelanda 44
FR - Francia 40
IN - India 39
JP - Giappone 27
AU - Australia 25
IR - Iran 25
TR - Turchia 25
EC - Ecuador 24
BE - Belgio 20
ES - Italia 19
AR - Argentina 17
MX - Messico 17
PL - Polonia 17
NL - Olanda 16
ID - Indonesia 14
AM - Armenia 13
BD - Bangladesh 13
ET - Etiopia 11
PE - Perù 11
PK - Pakistan 11
GR - Grecia 9
TW - Taiwan 9
ZA - Sudafrica 9
AL - Albania 8
IQ - Iraq 8
CH - Svizzera 7
DZ - Algeria 7
NP - Nepal 7
PH - Filippine 7
PY - Paraguay 6
AZ - Azerbaigian 5
CL - Cile 5
CO - Colombia 5
CR - Costa Rica 5
LT - Lituania 5
PS - Palestinian Territory 5
PT - Portogallo 5
TH - Thailandia 5
UZ - Uzbekistan 5
AE - Emirati Arabi Uniti 4
AT - Austria 4
LK - Sri Lanka 4
VE - Venezuela 4
EE - Estonia 3
EG - Egitto 3
IL - Israele 3
KE - Kenya 3
LB - Libano 3
LU - Lussemburgo 3
MN - Mongolia 3
MU - Mauritius 3
SA - Arabia Saudita 3
AF - Afghanistan, Repubblica islamica di 2
JO - Giordania 2
KZ - Kazakistan 2
LV - Lettonia 2
MA - Marocco 2
NO - Norvegia 2
OM - Oman 2
SI - Slovenia 2
SY - Repubblica araba siriana 2
BH - Bahrain 1
BO - Bolivia 1
BY - Bielorussia 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
EU - Europa 1
GD - Grenada 1
HU - Ungheria 1
MM - Myanmar 1
MY - Malesia 1
NE - Niger 1
PA - Panama 1
RO - Romania 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
TN - Tunisia 1
UY - Uruguay 1
Totale 6.680
Città #
Jacksonville 379
Chandler 360
Dublin 348
Nanjing 301
Hong Kong 193
Ashburn 183
Singapore 177
Beijing 170
Dallas 153
Nanchang 112
Boardman 110
Shenyang 88
Princeton 82
Hebei 78
Lawrence 75
Changsha 74
Wilmington 73
Los Angeles 60
Ann Arbor 57
Jiaxing 54
Helsinki 52
Hangzhou 44
Medford 42
Shanghai 40
New York 37
Tianjin 37
Redondo Beach 35
Buffalo 33
Ho Chi Minh City 31
Auckland 30
Milan 30
Munich 26
Moscow 22
Woodbridge 21
Toronto 19
Verona 19
Falkenstein 18
Melbourne 18
Brussels 17
Montreal 17
Quito 17
São Paulo 16
Council Bluffs 15
Rome 15
Hanoi 13
Tokyo 13
Istanbul 12
San Jose 12
Turku 12
Warsaw 12
Yerevan 12
Addis Ababa 11
Des Moines 11
Kunming 11
Lima 11
Norwalk 11
Washington 11
Orem 10
Santa Clara 10
Atlanta 9
Barcelona 9
Hangyang 9
Guangzhou 8
Mountain View 8
Stockholm 8
Boston 7
Haiphong 7
Hamilton 7
San Francisco 7
Secaucus 7
Tirana 7
Vancouver 7
Brooklyn 6
Catania 6
Chennai 6
Fairfield 6
Frankfurt am Main 6
London 6
Naaldwijk 6
New Delhi 6
Pavia 6
Rio de Janeiro 6
Seattle 6
Auburn Hills 5
Bristol 5
Central 5
Changchun 5
Columbus 5
Dearborn 5
Houston 5
Jinan 5
Merkez 5
Ottawa 5
Phoenix 5
Tashkent 5
The Dalles 5
Wuhan 5
Zhengzhou 5
Zurich 5
Abilene 4
Totale 4.200
Nome #
A model code for the displacement-based seismic design of structures, DBD12 354
Performance-Based Seismic Design of Tall RC Wall Buildings 169
Considerations for the Seismic Assessment of Buildings Using the Direct Displacement-Based Assessment Approach 155
An introduction to structural testing techniques in earthquake engineering 128
Characterising the seismic behaviour of steel MRF structures 127
A model code for the displacement based seismic design of structures : DBD09 draft subject to public enquiry 121
A novel seismic design strategy for structures with complex geometry 118
A Review of Glass Façade Systems and Research into the Seismic Design of Frameless Glass Façades 115
Seismic design of frame-wall structures 114
Benefits of vertically distributed isolation devices for an 8-storey structure with complex geometry 110
Developing direct displacement-based design and assessment procedures for performance-based earthquake engineering 107
Towards a Direct Displacement-Based Loss Assessment Methodology for RC Frame Buildings 106
Characterising the in-plane seismic performance of infill masonry 101
Deformed Shapes of Steel Moment Resisting Frames Subject to Earthquake Actions 97
P-Delta effects on tall RC frame-wall buildings 97
A comparison of displacement-based and force-based design applied to an unbounded post-tensioned precast concrete frame building 96
Evaluation of Higher Mode Effects in Tall Building Response 96
Complex geometry structures in seismic regions 95
Development of a computer programme for Direct displacement-based design 95
Accounting for torsion in the DBD of multi-storey wall structures 93
An Energy Factor Method for the Displacement-Based Seismic Design of RC Wall Structures 92
Formulation of a direct displacement-based design procedure for steel eccentrically braced frame structures 92
Semi-empirical method to predict the displacement capacity and resistance of cold formed steel frame wood-panel shear walls 92
Capacity Design Considerations for RC Frame-Wall Structures 92
Seismic design of frame-wall structures 89
Complex Geometry Structures in Seismic Regions 89
Displacement shapes of frame-wall structures for direct displacement based design 87
General aspects of the displacement based assessment approach 87
Un codice modello per il displacement-based design: potenzialità e vantaggi 86
Damage Control for Clay Masonry Infills in the Design of RC Frame Structures 86
Capacity design of coupled RC walls 85
Soil-Foundation-Structure Interaction Considerations for Performance-Based Design of RC Wall Structures on Shallow Foundations 80
Highlighting Differences between Force-Based and Displacement-Based Design Solutions for Reinforced Concrete Frame Structures 79
Dynamic behaviour of T-Shaped RC walls designed with direct displacement-based design 78
Application of a recently proposed displacement-based assessment procedure for asymmetric-plan RC wall buildings 76
Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers 76
P-delta effects on the response of steel moment-resisting frame structures 76
Initial stiffness versus secant stiffness in displacement based design 75
Introduzione di un nuovo codice modello per DBD 75
Development of computer software for Direct Displacement Based Design 75
Direct displacement-based seismic design of steel eccentrically braced frame structures 74
Estimating roof-level acceleration spectra for single storey buildings 73
Capacity design of coupled RC walls 72
Study of the behaviour of slab-coupled T-shaped RC walls 71
Development of a Displacement-Based Design Method for Steel Dual Systems with Buckling-Restrained Braces and Moment Resisting Frames 70
Displacement Reduction Factors for the Design of Medium and Long Period Structures 70
Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering 70
Influence of Structural and Fragility Modeling Decisions in the Probabilistic Loss Assessment of RC Frame Buildings 69
Conceptual seismic design of cable-stayed bridges 69
Development of a Displacement-Based Design for Steel Frame-RC Wall Buildings 69
Direct displacement-based design of a RC wall-steel EBF dual system with added dampers 68
Equivalent Viscous Damping for Steel Concentrically Braced Frame Structures 68
Predicting torsional response via an effective stiffness-based seismic assessment procedure 67
Direct displacement based design of frame-wall structures 67
Semi-empirical method to predict the displacement capacity and resistance of cold-formed steel wood panel shear walls 67
Towards Improved Floor Spectra Estimates for Seismic Design 67
Displacement considerations for the seismic design of tall RC frame-wall buildings 66
Development of a model code for direct displacement based design 66
Potential benefits of an energy-factor displacement-based design approach 66
Displacement-based seismic design of SDOF concentrically braced frames 66
Direct displacement-based seismic design of steel eccentrically braced frame structures 65
Developments in the field of displacement-based seismic assessment 64
Retrofit of RC Wall Buildings using Viscous Dampers 63
Development of improved inelastic displacement prediction equations for the seismic design of hybrid systems 63
Shear forces in RC walls of frame-wall structures 62
Estimating the higher-mode response of ductile structures 61
A case study in the capacity design of RC coupled walls 60
The limitations and performances of different displacement based design methods 58
Development of an innovative seismic design procedure for frame-wall structures 58
Introduction to a model code for displacement-based seismic design 58
Development of a model code for direct displacement-based seismic Design 57
DETERMINATION OF DUCTILITY CAPACITY AND OTHER SECTION PROPERTIES OF T-SHAPED RC WALLS IN DIRECT DISPLACEMENT-BASED DESIGN 57
Inelastic Higher-Mode Response in Reinforced Concrete Wall Structures 57
Seismic Performance of Structural Glass in Modern Façade Structures 52
Exploring the probability of collapse of RC frame structures designed to current New Zealand Standards 50
Assessing simplified expressions for the deformation capacity of RC walls 50
Rigidezza di Scarico di strutture in C.A. 50
Introduzione di un nuovo codice modello per DBD 50
Displacement-Based Design of Precast Walls with Additional Dampers 50
Direct Displacement-Based Design of a Reinforced Concrete Deck Arch Bridge 46
Sectional response of T-shaped RC walls 42
Totale 6.709
Categoria #
all - tutte 25.483
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 25.483


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021323 0 0 0 0 0 60 4 79 13 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
2025/20261.367 243 178 251 280 262 153 0 0 0 0 0 0
Totale 6.709