| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
Accuracy Evaluation of Newmark Method Referring to Theoretical Solutions
|
Chang, Shuenn-Yih
|
|
2008
|
|
1 |
p. 1-16
|
article
|
| 2 |
A MULTILEVEL APPROACH TO THE CAPACITY ASSESSMENT OF EXISTING RC BUILDINGS
|
Cosenza, Edoardo
|
|
2005
|
|
1 |
p. 1-22
|
article
|
| 3 |
Analysis of Measured and Calculated Response of a Cold-formed Steel Shear Panel Structure
|
Kim, Tae-Wan
|
|
2007
|
|
1 |
p. 67-85
|
article
|
| 4 |
ANALYTICAL ASSESSMENT OF AN IRREGULAR RC FRAME FOR FULL-SCALE 3D PSEUDO-DYNAMIC TESTING PART I: ANALYTICAL MODEL VERIFICATION
|
Jeong, Seong-Hoon
|
|
2005
|
|
1 |
p. 95-128
|
article
|
| 5 |
ANALYTICAL MODELS FOR BRICK MASONRY INFILLED R/C FRAMES UNDER LATERAL LOADING
|
Kappos, A. J.
|
|
1998
|
|
1 |
p. 59-87
|
article
|
| 6 |
AN ANALYTICAL RESPONSE OF CHURCH BELLS TO EARTHQUAKE EXCITATION
|
Blakeborough, A.
|
|
2001
|
|
1 |
p. 69-92
|
article
|
| 7 |
AN ENERGY-BASED FORMULATION FOR FIRST-AND MULTIPLE-MODE NONLINEAR STATIC (PUSHOVER) ANALYSES
|
Hernandez-Montes, Enrique
|
|
2004
|
|
1 |
p. 69-88
|
article
|
| 8 |
A NOTE ON THE POINT SOURCE APPROXIMATION IN GROUND MOTION ATTENUATION RELATIONS
|
Ambraseys, N. N.
|
|
1998
|
|
1 |
p. 1-24
|
article
|
| 9 |
ARCHAEOSEISMOLOGY IN ITALY: CASE STUDIES AND IMPLICATIONS ON LONG-TERM SEISMICITY
|
Galadini, Fabrizio
|
|
2001
|
|
1 |
p. 35-68
|
article
|
| 10 |
A REVIEW OF SEISMIC SAFETY CONSIDERATIONS IN THE LIFE CYCLE OF CRITICAL FACILITIES
|
Gurpinar, Aybars
|
|
1997
|
|
1 |
p. 57-76
|
article
|
| 11 |
A STUDY OF SITE EFFECTS AND SEISMIC RESPONSE OF AN INSTRUMENTED BUILDING IN MEXICO CITY
|
Meli, R.
|
|
1998
|
|
1 |
p. 89-111
|
article
|
| 12 |
ATTENUATION RELATIONSHIP FOR LOW MAGNITUDE EARTHQUAKES USING STANDARD SEISMOMETRIC RECORDS
|
Frisenda, M.
|
|
2005
|
|
1 |
p. 23-40
|
article
|
| 13 |
BASE-ISOLATION DESIGN PRACTICE IN JAPAN: INTRODUCTION TO THE POST-KOBE APPROACH
|
Pan, Peng
|
|
2005
|
|
1 |
p. 147-171
|
article
|
| 14 |
BEHAVIOUR OF U-SHAPED WALLS SUBJECTED TO UNIAXIAL AND BIAXIAL CYCLIC LATERAL LOADING
|
Ile, N.
|
|
2005
|
|
1 |
p. 67-94
|
article
|
| 15 |
BRACED FRAMES WITH HYSTERETIC DISSIPATIVE DEVICES: SEISMIC RESPONSE AND DESIGN CRITERIA
|
Colajanni, Piero
|
|
1999
|
|
1 |
p. 33-57
|
article
|
| 16 |
CHARACTERISTICS OF LATERAL SPREADING IN LIQUEFIED DEPOSITS DURING THE 1995 HANSHIN-AWAJI EARTHQUAKE
|
Ishihara, Kenji
|
|
1997
|
|
1 |
p. 23-55
|
article
|
| 17 |
Characterizing the Seismic Behavior of Guyed Masts
|
Grey, M.
|
|
2008
|
|
1 |
p. 36-53
|
article
|
| 18 |
CONCEPTUAL DESIGN OF ISOLATION SYSTEMS FOR BRIDGE STRUCTURES
|
Calvi, Gian Michele
|
|
1997
|
|
1 |
p. 193-218
|
article
|
| 19 |
Cumulative Ductility Spectra for Seismic Design of Ductile Structures Subjected to Long Duration Motions: Concept and Theoretical Background
|
Teran-Gilmore, Amador
|
|
2008
|
|
1 |
p. 152-172
|
article
|
| 20 |
DAMAGE DIRECTIVITY IN BURIED PIPELINES OF KOBE CITY DURING THE 1995 EARTHQUAKE
|
Takada, Shiro
|
|
2002
|
|
1 |
p. 1-15
|
article
|
| 21 |
Data Model for Large-Scale Structural Experiments
|
Lee, Chang-Ho
|
|
2008
|
|
1 |
p. 115-135
|
article
|
| 22 |
DISPLACEMENT-BASED SEISMIC ASSESSMENT OF REINFORCED CONCRETE BUILDINGS
|
Priestley, M. J. N.
|
|
1997
|
|
1 |
p. 157-192
|
article
|
| 23 |
DISPLACEMENT DESIGN SPECTRA
|
Tolis, Stavros V.
|
|
1999
|
|
1 |
p. 107-125
|
article
|
| 24 |
DISPLACEMENT SPECTRA FOR SEISMIC DESIGN
|
Bommer, Julian J.
|
|
1999
|
|
1 |
p. 1-32
|
article
|
| 25 |
EFFECT OF COLUMN CAPACITY DESIGN ON EARTHQUAKE RESPONSE OF REINFORCED CONCRETE BUILDINGS
|
Panagiotakos, T. B.
|
|
1998
|
|
1 |
p. 113-145
|
article
|
| 26 |
Eurocode 8 Compliant Real Record Sets for Seismic Analysis of Structures
|
Iervolino, Iunio
|
|
2008
|
|
1 |
p. 54-90
|
article
|
| 27 |
EVALUATION OF CONVENTIONAL AND ADAPTIVE PUSHOVER ANALYSIS II: COMPARATIVE RESULTS
|
Papanikolaou, Vassilis K.
|
|
2006
|
|
1 |
p. 127-151
|
article
|
| 28 |
EXPERIMENTAL EVALUATION OF MEMBER-BY-MEMBER MODELS AND DAMAGE INDICES FOR INFILLED FRAMES
|
Colangelo, Felice
|
|
2003
|
|
1 |
p. 25-50
|
article
|
| 29 |
EXPERIMENTAL STUDY OF TOPOGRAPHIC AMPLIFICATION USING THE ISRAEL SEISMIC NETWORK
|
Zaslavsky, Yuli
|
|
2000
|
|
1 |
p. 43-65
|
article
|
| 30 |
EXTENSION OF EUROCODE 8 TORSIONAL PROVISIONS TO MULTI-STOREY BUILDINGS
|
Moghadam, A. S.
|
|
2000
|
|
1 |
p. 25-41
|
article
|
| 31 |
GEOLOGICAL AND ARCHITECTURAL CONTEXT OF HISTORICAL EARTHQUAKES IN EASTERN VENEZUELA
|
Mocquet, Antoine
|
|
2005
|
|
1 |
p. 129-146
|
article
|
| 32 |
GROUND MOTION DOMINANT FREQUENCY EFFECT ON THE DESIGN OF MULTIPLE TUNED MASS DAMPERS
|
Li, Chunxiang
|
|
2004
|
|
1 |
p. 89-105
|
article
|
| 33 |
GROUND-MOTION PREDICTION EQUATIONS FOR SOUTHERN SPAIN AND SOUTHERN NORWAY OBTAINED USING THE COMPOSITE MODEL PERSPECTIVE
|
Douglas, John
|
|
2006
|
|
1 |
p. 33-72
|
article
|
| 34 |
HINTS ABOUT SITE AMPLIFICATION EFFECTS COMPARING MACROSEISMIC HAZARD ESTIMATE WITH MICROTREMOR MEASUREMENTS: THE AGRI VALLEY (ITALY) EXAMPLE
|
Gallipoli, Maria Rosaria
|
|
2003
|
|
1 |
p. 51-72
|
article
|
| 35 |
INFERENCES FOR DESIGN, INSURANCE AND PLANNING FROM DAMAGE EVALUATION IN PAST NEW ZEALAND EARTHQUAKES
|
Dowrick, D. J.
|
|
1997
|
|
1 |
p. 77-91
|
article
|
| 36 |
INSTANTANEOUS OPTIMAL CONTROL FOR SEISMIC ANALYSIS OF NON-LINEAR STRUCTURES
|
Huang, K.
|
|
1999
|
|
1 |
p. 83-106
|
article
|
| 37 |
Lightly Reinforced Walls Subjected to Seismic Excitations: Interpretation of CAMUS 2000-1 and 2000-2 Dynamic Tests
|
Ile, N.
|
|
2008
|
|
1 |
p. 91-114
|
article
|
| 38 |
Local Site Effects Estimated from Ambient Vibration Measurements at Aqaba City, Jordan
|
Al-Qaryouti, Mahmoud Y.
|
|
2007
|
|
1 |
p. 1-12
|
article
|
| 39 |
METHODOLOGY FOR THE PROBABILISTIC ASSESSMENT OF q FACTORS. A DAMAGE INDEX APPROACH
|
Bento, R.
|
|
2000
|
|
1 |
p. 115-139
|
article
|
| 40 |
MODELLING OF RC BEAM-COLUMN JOINTS AND STRUCTURAL WALLS
|
Youssef, M.
|
|
2001
|
|
1 |
p. 93-111
|
article
|
| 41 |
MOMENT RESISTING WELDED CONNECTIONS: AN EXTENSIVE REVIEW OF DESIGN PRACTICE AND EXPERIMENTAL RESEARCH IN USA, JAPAN AND EUROPE
|
Mele, Elena
|
|
2002
|
|
1 |
p. 111-145
|
article
|
| 42 |
NONLINEAR RESPONSE OF SOILS TO HORIZONTAL AND VERTICAL BEDROCK EARTHQUAKE MOTION
|
Mohammadioun, Bagher
|
|
1997
|
|
1 |
p. 93-119
|
article
|
| 43 |
OBTAINING PROBABILISTIC ESTIMATES OF DISPLACEMENT ON A LANDSLIDE DURING FUTURE EARTHQUAKES
|
Murphy, William
|
|
2004
|
|
1 |
p. 133-157
|
article
|
| 44 |
ON THE OPTIMAL LOCATION OF SENSORS IN MULTI-STOREYED BUILDINGS
|
Datta, Aloke K.
|
|
2002
|
|
1 |
p. 17-30
|
article
|
| 45 |
OPTIMAL PERFORMANCE-BASED SEISMIC DESIGN USING MODAL PUSHOVER ANALYSIS
|
Grierson, Donald E.
|
|
2006
|
|
1 |
p. 73-96
|
article
|
| 46 |
PERFORMANCE-BASED DESIGN OF ADDED VISCOUS DAMPERS USING CAPACITY SPECTRUM METHOD
|
Kim, Jinkoo
|
|
2003
|
|
1 |
p. 1-24
|
article
|
| 47 |
PERFORMANCE-BASED SEISMIC RESPONSE OF FRAME STRUCTURES INCLUDING RESIDUAL DEFORMATIONS. PART II: MULTI-DEGREE OF FREEDOM SYSTEMS
|
Pampanin, Stefano
|
|
2003
|
|
1 |
p. 119-147
|
article
|
| 48 |
PERFORMANCE-BASED SEISMIC RESPONSE OF FRAME STRUCTURES INCLUDING RESIDUAL DEFORMATIONS. PART I: SINGLE-DEGREE OF FREEDOM SYSTEMS
|
Christopoulos, Constantin
|
|
2003
|
|
1 |
p. 97-118
|
article
|
| 49 |
PREDICTION OF DAMAGE IN R/C SHEAR PANELS SUBJECTED TO REVERSED CYCLIC LOADING
|
Hindi, Riyadh
|
|
2005
|
|
1 |
p. 41-66
|
article
|
| 50 |
PREDICTION OF THE BEHAVIOUR OF TOP-AND-SEAT CLEATED STEEL BEAM-TO-COLUMN CONNECTIONS UNDER CYCLIC REVERSAL LOADING
|
Bernuzzi, Claudio
|
|
1998
|
|
1 |
p. 25-58
|
article
|
| 51 |
PROCEDURE AND SPECTRA FOR ANALYSIS OF RC STRUCTURES SUBJECTED TO STRONG VERTICAL EARTHQUAKE LOADS
|
Elnashai, A. S.
|
|
1997
|
|
1 |
p. 121-155
|
article
|
| 52 |
RATIONAL POLYNOMIAL APPROXIMATION MODELLING FOR ANALYSIS OF STRUCTURES WITH VE DAMPERS
|
Okada, Rei
|
|
2006
|
|
1 |
p. 97-125
|
article
|
| 53 |
RESPONSE OF UNREINFORCED MASONRY BUILDINGS
|
Abrams, Daniel P.
|
|
1997
|
|
1 |
p. 257-273
|
article
|
| 54 |
SEISMIC AMPLIFICATION AT A SOFT SOIL SITE WITH LIQUEFIABLE LAYER
|
Yang, J.
|
|
2000
|
|
1 |
p. 1-23
|
article
|
| 55 |
SEISMIC DESIGN AND RESPONSE OF BARE AND MASONRY-INFILLED REINFORCED CONCRETE BUILDINGS. PART I: BARE STRUCTURES
|
Fardis, M. N.
|
|
1997
|
|
1 |
p. 219-256
|
article
|
| 56 |
SEISMIC DESIGN REGULATION CODES: CONTRIBUTION OF K-NET DATA TO SITE EFFECT EVALUATION
|
Lussou, P.
|
|
2001
|
|
1 |
p. 13-33
|
article
|
| 57 |
SEISMIC HAZARD IN GREECE BASED ON DIFFERENT STRONG GROUND MOTION PARAMETERS
|
Koutrakis, S. I.
|
|
2002
|
|
1 |
p. 75-109
|
article
|
| 58 |
Seismic Microzonation and Damage Assessment of Bam City, Southeastern Iran
|
Motamed, Ramin
|
|
2007
|
|
1 |
p. 110-132
|
article
|
| 59 |
Seismic Overstrength of Shear Walls in Parking Structures with Flexible Diaphragms
|
Lee, Ho Jung
|
|
2007
|
|
1 |
p. 86-109
|
article
|
| 60 |
SEISMIC REHABILITATION OF BEAM-COLUMN JOINTS USING FRP LAMINATES
|
Ghobarah, A.
|
|
2001
|
|
1 |
p. 113-129
|
article
|
| 61 |
SEISMIC REHABILITATION OF SHORT RECTANGULAR RC COLUMNS
|
Ghobarah, A.
|
|
2004
|
|
1 |
p. 45-68
|
article
|
| 62 |
SEISMIC RESPONSE CONTROL OF A CABLE-STAYED BRIDGE BY VARIABLE DAMPERS
|
Ruangrassamee, Anat
|
|
2006
|
|
1 |
p. 153-165
|
article
|
| 63 |
Seismic Tests and Numerical Modeling of a Rolling-ball Isolation System
|
Guerreiro, Luis
|
|
2007
|
|
1 |
p. 49-66
|
article
|
| 64 |
SIMULATION OF NONLINEAR SOIL-STRUCTURE INTERACTION ON A SHAKING TABLE
|
Konagai, Kazuo
|
|
2002
|
|
1 |
p. 31-51
|
article
|
| 65 |
Site Effects Analyses in the Old City Center of Trieste (NE Italy) Using Accelerometric Data
|
Fitzko, Francesca
|
|
2007
|
|
1 |
p. 33-48
|
article
|
| 66 |
SITE EFFECTS BY H/V RATIO: COMPARISON OF TWO DIFFERENT PROCEDURES
|
Bindi, D.
|
|
2000
|
|
1 |
p. 97-113
|
article
|
| 67 |
Site Effects Study in a Shallow Glaciofluvial Basin Using H/V Spectral Ratios From Ambient Noise and Earthquake Data: The Case of Bovec Basin (NW Slovenia)
|
Gosar, Andrej
|
|
2008
|
|
1 |
p. 17-35
|
article
|
| 68 |
SLIDING MODE CONTROL OF BUILDING FRAMES UNDER RANDOM GROUND MOTION
|
Sarbjeet, S.
|
|
2003
|
|
1 |
p. 73-95
|
article
|
| 69 |
SOFTENING EFFECTS ON THE SEISMIC RESPONSE OF NON-DUCTILE CONCRETE FRAMES
|
Ghobarah, A.
|
|
1999
|
|
1 |
p. 59-81
|
article
|
| 70 |
SOFT STOREY EFFECTS IN UNIFORMLY INFILLED REINFORCED CONCRETE FRAMES
|
Dolsek, Matjaz
|
|
2001
|
|
1 |
p. 1-12
|
article
|
| 71 |
SOIL AND TOPOGRAPHIC AMPLIFICATION ON CANYON BANKS AND THE 1999 ATHENS EARTHQUAKE
|
Assimaki, D.
|
|
2004
|
|
1 |
p. 1-43
|
article
|
| 72 |
STRONG MOTION VERSUS WEAK MOTION: IMPLICATIONS FOR MICROZONATION STUDIES
|
Shrikhande, M.
|
|
2004
|
|
1 |
p. 159-173
|
article
|
| 73 |
STRUCTURAL CONTROL ALGORITHMS IN EARTHQUAKE RESISTANT DESIGN
|
Lee, James D.
|
|
2000
|
|
1 |
p. 67-96
|
article
|
| 74 |
SURFACE-WAVE MAGNITUDE CALIBRATION FOR EUROPEAN REGION EARTHQUAKES
|
Ambraseys, N. N.
|
|
1997
|
|
1 |
p. 1-22
|
article
|
| 75 |
The Estimation of Peak Ground-motion Parameters from Spectral Ordinates
|
Booth, Edmund
|
|
2007
|
|
1 |
p. 13-32
|
article
|
| 76 |
THE PREDICTION AND USE OF PEAK GROUND VELOCITY
|
Bommer, Julian J.
|
|
2006
|
|
1 |
p. 1-31
|
article
|
| 77 |
THREE DIMENSIONAL NONLINEAR BUILDING POUNDING WITH FRICTION DURING EARTHQUAKES
|
Mouzakis, Harris P.
|
|
2004
|
|
1 |
p. 107-132
|
article
|
| 78 |
Use of Cumulative Ductility Spectra Within a Deformation-Control Format for Seismic Design of Ductile Structures Subjected to Long Duration Motions
|
Teran-Gilmore, Amador
|
|
2008
|
|
1 |
p. 136-151
|
article
|
| 79 |
WAVE PROPAGATION THROUGH SOILS IN CENTRIFUGE TESTING
|
Semblat, J. -F.
|
|
1998
|
|
1 |
p. 147-171
|
article
|
| 80 |
WHEN SHOULD SEISMIC RETROFITTING OF EXISTING STRUCTURES BE IMPLEMENTED IN ORDER TO MINIMIZE EXPECTED LOSSES
|
Vanzi, Ivo
|
|
2002
|
|
1 |
p. 53-73
|
article
|
Journal description