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