| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
ADDED VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES: THE EFFECTIVENESS OF MASS PROPORTIONAL DAMPING
|
Trombetti, Tomaso
|
|
2004
|
|
2 |
p. 275-313
|
artikel
|
| 2 |
ADVANCED TECHNOLOGIES FOR EARTHQUAKE RISK INVENTORIES*
|
French, Steven P.
|
|
2006
|
|
2 |
p. 207-236
|
artikel
|
| 3 |
ANALYTICAL ASSESSMENT OF AN IRREGULAR RC FRAME FOR FULL-SCALE 3D PSEUDO-DYNAMIC TESTING PART II: CONDITION ASSESSMENT AND TEST DEPLOYMENT
|
Jeong, Seong-Hoon
|
|
2005
|
|
2 |
p. 265-284
|
artikel
|
| 4 |
AN EVALUATION OF THE STRONG GROUND MOTION RECORDED DURING THE MAY 1, 2003 BINGOL TURKEY, EARTHQUAKE
|
Akkar, Sinan
|
|
2005
|
|
2 |
p. 173-197
|
artikel
|
| 5 |
An Explicit Integration Scheme for Solving Dynamic Problems of Solid and Porous Media
|
Wang, Jin-Ting
|
|
2008
|
|
2 |
p. 293-311
|
artikel
|
| 6 |
A NON-PARAMETRIC APPROACH TO ATTENUATION RELATIONS
|
Fajfar, Peter
|
|
1997
|
|
2 |
p. 319-340
|
artikel
|
| 7 |
A QUICK SURVEY OF LOCAL AMPLIFICATIONS AND THEIR CORRELATION WITH DAMAGE OBSERVED DURING THE UMBRO-MARCHESAN (ITALY) EARTHQUAKE OF SEPTEMBER 26, 1997
|
Mucciarelli, Marco
|
|
1998
|
|
2 |
p. 325-337
|
artikel
|
| 8 |
ARCHAEOLOGICAL EVIDENCES OF PAST EARTHQUAKES: A CONTRIBUTION TO THE SHA OF THESSALY, CENTRAL GREECE
|
Caputo, Riccardo
|
|
2005
|
|
2 |
p. 199-222
|
artikel
|
| 9 |
ARTIFICIAL ACCELEROGRAMS REPRESENTATIVE OF THE DAMAGE DISTRIBUTION ON A LOW-RISE SHEAR WALL
|
Brun, M.
|
|
2006
|
|
2 |
p. 167-194
|
artikel
|
| 10 |
A SIMPLE METHOD FOR ANALYSIS OF SLIDING STRUCTURES CONSIDERING VARIATIONS OF FRICTION COEFFICIENT
|
Vafai, A.
|
|
2000
|
|
2 |
p. 233-250
|
artikel
|
| 11 |
A SIMPLIFIED METHOD FOR ELASTIC SEISMIC ANALYSIS OF HILL BUILDINGS
|
Kumar, S.
|
|
1998
|
|
2 |
p. 241-266
|
artikel
|
| 12 |
A SUMMARY OF RESULTS OF SIMULATED SEISMIC LOAD TESTS ON REINFORCED CONCRETE BEAM-COLUMN JOINTS, BEAMS AND COLUMNS WITH SUBSTANDARD REINFORCING DETAILS
|
Park, R.
|
|
2002
|
|
2 |
p. 147-174
|
artikel
|
| 13 |
A UNIFORM ESTIMATION OF SOME BASIC GROUND MOTION PARAMETERS
|
Sarma, S. K.
|
|
1998
|
|
2 |
p. 267-287
|
artikel
|
| 14 |
CALIBRATION OF FORCE REDUCTION FACTORS OF RC BUILDINGS
|
Mwafy, A. M.
|
|
2002
|
|
2 |
p. 239-273
|
artikel
|
| 15 |
CENTRIFUGE RESEARCH OF COUNTERMEASURES TO PROTECT PILE FOUNDATIONS AGAINST LIQUEFACTION-INDUCED LATERAL SPREADING
|
Abdoun, Tarek
|
|
2006
|
|
2 |
p. 311
|
artikel
|
| 16 |
COMMENTS ON “ARCHAEOSEISMOLOGY IN ITALY: CASE STUDIES AND IMPLICATIONS ON LONG-TERM SEISMICITY” [J. Earthq. Engrg. 5(1) [2001], pp. 35-68]
|
Guidoboni, Emanuela
|
|
2003
|
|
2 |
p. 329-335
|
artikel
|
| 17 |
DESIRABLE STRENGTH DISTRIBUTION FOR ASYMMETRIC STRUCTURES WITH STRENGTH-STIFFNESS DEPENDENT ELEMENTS
|
Myslimaj, B.
|
|
2004
|
|
2 |
p. 231-248
|
artikel
|
| 18 |
DUCTILITY AND LOAD CARRYING CAPACITY PREDICTION OF STEEL BEAM-TO-COLUMN CONNECTIONS UNDER CYCLIC REVERSAL LOADING
|
Bernuzzi, Claudio
|
|
1997
|
|
2 |
p. 401-432
|
artikel
|
| 19 |
DYNAMIC RESPONSE OF SKEW HIGHWAY BRIDGES
|
Meng, J. Y.
|
|
2001
|
|
2 |
p. 205-223
|
artikel
|
| 20 |
EFFECTIVENESS OF RC BEAM-COLUMN CONNECTION REPAIR USING EPOXY RESIN INJECTIONS
|
Karayannis, C. G.
|
|
1998
|
|
2 |
p. 217-240
|
artikel
|
| 21 |
ELASTIC AND INELASTIC RESPONSE OF TUNNELS UNDER LONGITUDINAL EARTHQUAKE EXCITATION
|
Vanzi, Ivo
|
|
2000
|
|
2 |
p. 161-182
|
artikel
|
| 22 |
Energy-Based Similitude for Shake Table Testing of Scale Woodframe Structures
|
van de Lindt, J. W.
|
|
2008
|
|
2 |
p. 281-292
|
artikel
|
| 23 |
Erratum
|
|
|
2007
|
|
2 |
p. 302
|
artikel
|
| 24 |
ERROR PROPAGATION OF HHT-α METHOD FOR PSEUDODYNAMIC TESTS
|
Chang, Shuenn-Yih
|
|
2005
|
|
2 |
p. 223-246
|
artikel
|
| 25 |
ESTIMATION OF REQUIRED SEPARATIONS BETWEEN ADJACENT STRUCTURES UNDER SPATIAL GROUND MOTIONS
|
Hao, Hong
|
|
1998
|
|
2 |
p. 197-215
|
artikel
|
| 26 |
EVALUATION OF THE SEISMIC PERFORMANCE OF EXISTING RC BUILDINGS: I. SUGGESTED METHODOLOGY
|
Repapis, Constantinos
|
|
2006
|
|
2 |
p. 265-287
|
artikel
|
| 27 |
EVIDENCE FOR SURFACE FAULTING DURING THE SEPTEMBER 26, 1997, COLFIORITO (CENTRAL ITALY) EARTHQUAKES
|
Cello, Giuseppe
|
|
1998
|
|
2 |
p. 303-324
|
artikel
|
| 28 |
GROUND MOTION ANALYSIS IN THE ANCHORAGE BASIN: 1-D APPROACH
|
Martirosyan, Artak
|
|
2003
|
|
2 |
p. 251-274
|
artikel
|
| 29 |
High Damping Rubber Model for Energy Dissipating Devices
|
Mata, Pablo
|
|
2007
|
|
2 |
p. 231-256
|
artikel
|
| 30 |
HYSTERESIS AND PARAMETER ESTIMATION OF MDOF SYSTEMS BY A CONTINUOUS-TIME LEAST SQUARES METHOD
|
Garrido, Ruben
|
|
2006
|
|
2 |
p. 237-264
|
artikel
|
| 31 |
Hysteretic Energy Demands for SDOF Systems Subjected to Narrow Band Earthquake Ground Motions. Applications to the Lake Bed Zone of Mexico City
|
Arroyo, Danny
|
|
2007
|
|
2 |
p. 147-165
|
artikel
|
| 32 |
Inelastic Response Spectrum for Simplified Deformation-Based Seismic Vulnerability Assessment
|
Safar, M.
|
|
2008
|
|
2 |
p. 222-248
|
artikel
|
| 33 |
INELASTIC SEISMIC RESPONSE ANALYSIS BASED ON ENERGY DENSITY SPECTRA
|
Wong, Kevin K. F.
|
|
2004
|
|
2 |
p. 315-334
|
artikel
|
| 34 |
INFLUENCE OF CAPACITY DESIGN METHOD ON THE SEISMIC RESPONSE OF R/C COLUMNS
|
Kappos, A. J.
|
|
1997
|
|
2 |
p. 341-399
|
artikel
|
| 35 |
INFLUENCE OF IRAN'S EARTHQUAKE GROUND MOTION PARAMETERS ON DESIGN SPECTRA USING DETERMINISTIC AND PROBABILISTIC APPROACHES
|
Tehranizadeh, Mohsen
|
|
2003
|
|
2 |
p. 275-295
|
artikel
|
| 36 |
Influence of Masonry Strength and Openings on Infilled R/C Frames Under Cycling Loading
|
Kakaletsis, D. J.
|
|
2008
|
|
2 |
p. 197-221
|
artikel
|
| 37 |
MICROZONATION OF THE EXPECTED SEISMIC SITE EFFECTS ACROSS PORT VILA, VANUATU
|
Regnier, Marc
|
|
2000
|
|
2 |
p. 215-231
|
artikel
|
| 38 |
Modeling of Reinforced Concrete Sub-frame Under Cyclic Load Reversals
|
Khoo, Jyh Hao
|
|
2007
|
|
2 |
p. 215-230
|
artikel
|
| 39 |
MODELLING OF NONLINEAR DYNAMIC BEHAVIOUR OF A SHALLOW STRIP FOUNDATION WITH MACRO-ELEMENT
|
Cremer, C.
|
|
2002
|
|
2 |
p. 175-211
|
artikel
|
| 40 |
MODELLING OF RC MEMBERS UNDER CYCLIC BIAXIAL FLEXURE AND AXIAL FORCE
|
Bousias, S. N.
|
|
2002
|
|
2 |
p. 213-238
|
artikel
|
| 41 |
MODELLING OF THE GROUND MOTION AT RUSSE SITE (NE BULGARIA) DUE TO THE VRANCEA EARTHQUAKES
|
Mihaela, Kouteva
|
|
2004
|
|
2 |
p. 209-229
|
artikel
|
| 42 |
NEW EMPIRICAL RESPONSE SPECTRAL ATTENUATION LAWS FOR MODERATE EUROPEAN EARTHQUAKES
|
Berge-Thierry, Catherine
|
|
2003
|
|
2 |
p. 193-222
|
artikel
|
| 43 |
NONLINEAR ANALYSIS OF REINFORCED CONCRETE SHEAR WALL UNDER EARTHQUAKE LOADING
|
Ile, Nicolae
|
|
2000
|
|
2 |
p. 183-213
|
artikel
|
| 44 |
Numerical Verification of the Effectiveness of the “Alpha” Method for the Estimation of the Maximum Rotational Elastic Response of Eccentric Systems
|
Trombetti, Tomaso
|
|
2008
|
|
2 |
p. 249-280
|
artikel
|
| 45 |
ON THE ROLE OF ROAD NETWORKS IN REDUCING HUMAN LOSSES AFTER EARTHQUAKES
|
Franchin, Paolo
|
|
2006
|
|
2 |
p. 195-206
|
artikel
|
| 46 |
OUT-OF-PLANE SEISMIC RESISTANCE OF MASONRY WALLS
|
De Felice, Gianmarco
|
|
2001
|
|
2 |
p. 253-271
|
artikel
|
| 47 |
PEAK STRONG MOTION ATTENUATION RELATIONS FOR HORIZONTAL AND VERTICAL GROUND DISPLACEMENTS
|
Gregor, N. J.
|
|
1997
|
|
2 |
p. 275-292
|
artikel
|
| 48 |
REAPPRAISAL OF MAGNITUDE OF 20TH CENTURY EARTHQUAKES IN SWITZERLAND
|
Ambraseys, N. N.
|
|
2003
|
|
2 |
p. 149-191
|
artikel
|
| 49 |
REPORT ON DAMAGE TO INDUSTRIAL FACILITIES IN THE 1999 KOCAELI EARTHQUAKE, TURKEY
|
Suzuki, Kohei
|
|
2002
|
|
2 |
p. 275-296
|
artikel
|
| 50 |
RESPONSE FROM THE AUTHORS OF “ARCHAEOSEISMOLOGY IN ITALY: CASE STUDIES AND IMPLICATIONS ON LONG-TERM SEISMICITY” [J. Earthq. Engrg. 5(1) [2001], pp. 35-68]
|
Galadini, Fabrizio
|
|
2003
|
|
2 |
p. 339-346
|
artikel
|
| 51 |
SEGMENTAL CROSS-SPECTRUM AS A NEW TECHNIQUE IN SITE RESPONSE ESTIMATION USING SPECTRAL RATIO ANALYSIS
|
Ghayamghamian, M. Reza
|
|
2005
|
|
2 |
p. 247-264
|
artikel
|
| 52 |
SEISMIC DESIGN OF OPEN-STOREY INFILLED RC BUILDINGS
|
Fardis, M. N.
|
|
1999
|
|
2 |
p. 173-197
|
artikel
|
| 53 |
Seismic Distress and Slope Instability of Municipal Solid Waste Landfills
|
Zania, Varvara
|
|
2008
|
|
2 |
p. 312-340
|
artikel
|
| 54 |
Seismic Fragility Curves for Un-Anchored On-Grade Steel Storage Tanks: Bayesian Approach
|
Berahman, Farshad
|
|
2007
|
|
2 |
p. 166-192
|
artikel
|
| 55 |
Seismic Hazard Assessment of the NW Himalayan Fold-and-Thrust Belt, Pakistan, Using Probabilistic Approach
|
Khwaja, Azam A.
|
|
2007
|
|
2 |
p. 257-301
|
artikel
|
| 56 |
Seismic Hazard Map for Cuba and Adjacent Areas Using the Spatially Smoothed Seismicity Approach
|
Garcia, Julio
|
|
2008
|
|
2 |
p. 173-196
|
artikel
|
| 57 |
SEISMIC PROTECTION OF LIGHT SECONDARY SYSTEMS THROUGH DIFFERENT BASE ISOLATION SYSTEMS
|
Dolce, Mauro
|
|
2003
|
|
2 |
p. 223-250
|
artikel
|
| 58 |
Seismic Resistance Evaluation of Unreinforced Masonry Buildings
|
Ali, Qaisar
|
|
2007
|
|
2 |
p. 133-146
|
artikel
|
| 59 |
SEISMIC RESPONSE OF REINFORCED CONCRETE FRAMES INFILLED WITH WEAKLY REINFORCED MASONRY PANELS
|
Calvi, Gian Michele
|
|
2001
|
|
2 |
p. 153-185
|
artikel
|
| 60 |
SEISMIC STRENGTHENING AND REPAIR OF BYZANTINE CHURCHES
|
Gavrilovic, P.
|
|
1999
|
|
2 |
p. 199-235
|
artikel
|
| 61 |
SENSOR DEVELOPMENT USING BERKELEY MOTE PLATFORM
|
Ruiz-Sandoval, Manuel
|
|
2006
|
|
2 |
p. 289-309
|
artikel
|
| 62 |
SHEAR MODULUS AND DAMPING OF CLAYEY SANDS
|
Wang, G. X.
|
|
1999
|
|
2 |
p. 271-285
|
artikel
|
| 63 |
SIGNIFICANT GROUND MOTION PARAMETERS FOR EVALUATION OF THE SEISMIC PERFORMANCE OF SLENDER MASONRY TOWERS
|
Casolo, Siro
|
|
2001
|
|
2 |
p. 187-204
|
artikel
|
| 64 |
SIMPLIFIED MODELLING STRATEGIES TO SIMULATE THE DYNAMIC BEHAVIOUR OF R/C WALLS
|
Kotronis, Panagiotis
|
|
2005
|
|
2 |
p. 285-306
|
artikel
|
| 65 |
SITE-DEPENDENT AMPLIFICATION FUNCTIONS AND RESPONSE SPECTRA IN GREECE
|
Klimis, N. S.
|
|
1999
|
|
2 |
p. 237-270
|
artikel
|
| 66 |
SOIL DAMPING FORMULATION IN NONLINEAR TIME DOMAIN SITE RESPONSE ANALYSIS
|
Park, Duhee
|
|
2004
|
|
2 |
p. 249-274
|
artikel
|
| 67 |
STABILISATION OF AN EARTH DAM USING DRIVEN PRESTRESSED CONCRETE PILES
|
Finn, W. D. L.
|
|
1998
|
|
2 |
p. 173-195
|
artikel
|
| 68 |
STRENGTH REDUCTION FACTORS FOR DUCTILE STRUCTURES WITH PASSIVE ENERGY DISSIPATING DEVICES
|
Arroyo-Espinoza, Danny
|
|
2003
|
|
2 |
p. 297-325
|
artikel
|
| 69 |
STRUCTURAL REHABILITATION OF DAMAGED RC BUILDINGS AFTER THE 1 OCTOBER 1995 DINAR EARTHQUAKE
|
Wasti, S. Tanvir
|
|
2001
|
|
2 |
p. 131-151
|
artikel
|
| 70 |
THE COLFIORITO EARTHQUAKE SEQUENCE OF SEPTEMBER-OCTOBER 1997: SURFACE BREAKS AND SEISMOTECTONIC IMPLICATIONS FOR THE CENTRAL APENNINES (ITALY)
|
Basil, R.
|
|
1998
|
|
2 |
p. 291-302
|
artikel
|
| 71 |
THE EFFECTIVE DURATION OF EARTHQUAKE STRONG MOTION
|
Bommer, Julian J.
|
|
1999
|
|
2 |
p. 127-172
|
artikel
|
| 72 |
THE KRASNOVODSK (TURKMENISTAN) EARTHQUAKE OF 8 JULY 1895
|
Ambraseys, N. N.
|
|
1997
|
|
2 |
p. 293-317
|
artikel
|
| 73 |
The 4th February 1997 Bojnurd (Garmkhan) Earthquake in NE Iran: Field, Teleseismic, and Strong-Motion Evidence for Rupture Directivity Effects on a Strike-Slip Fault
|
Hollingsworth, James
|
|
2007
|
|
2 |
p. 193-214
|
artikel
|
| 74 |
THE VERTICAL-TO-HORIZONTAL RESPONSE SPECTRAL RATIO AND TENTATIVE PROCEDURES FOR DEVELOPING SIMPLIFIED V/H AND VERTICAL DESIGN SPECTRA
|
Bozorgnia, Yousef
|
|
2004
|
|
2 |
p. 175-207
|
artikel
|
| 75 |
TUNING OF SEISMIC HAZARD ESTIMATES BY MEANS OF OBSERVED SITE INTENSITIES
|
Mucciarelli, M.
|
|
2000
|
|
2 |
p. 141-159
|
artikel
|
| 76 |
YIELDING OSCILLATOR UNDER TRIANGULAR GROUND ACCELERATION PULSE
|
Mylonakis, George
|
|
2001
|
|
2 |
p. 225-251
|
artikel
|
Tijdschrift beschrijving