| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A CAPACITY PREDICTION PROCEDURE FOR CONCRETE-FILLED STEEL COLUMNS
|
Susantha, K. A. S.
|
|
2001
|
|
4 |
p. 483-520
|
artikel
|
| 2 |
A COMPARATIVE STUDY ON THE ACTUAL AND ESTIMATED SEISMIC RESPONSE OF KIRALKIZI DAM IN TURKEY
|
Cetin, K. Onder
|
|
2005
|
|
4 |
p. 445-460
|
artikel
|
| 3 |
ACTIVE/PASSIVE SEISMIC CONTROL OF STRUCTURES
|
Han, Sang-Jun
|
|
2006
|
|
4 |
p. 509-526
|
artikel
|
| 4 |
A Detailed Dynamic Model of a Six-Axis Shaking Table
|
Plummer, A. R.
|
|
2008
|
|
4 |
p. 631-662
|
artikel
|
| 5 |
ADVANTAGES AND LIMITATIONS OF ADAPTIVE AND NON-ADAPTIVE FORCE-BASED PUSHOVER PROCEDURES
|
Antoniou, S.
|
|
2004
|
|
4 |
p. 497-522
|
artikel
|
| 6 |
A MICROMECHANICAL INELASTIC MODEL FOR HISTORICAL MASONRY
|
Calderini, C.
|
|
2006
|
|
4 |
p. 453-479
|
artikel
|
| 7 |
ANALYSIS OF PORE PRESSURE GENERATION AND DISSIPATION IN COHESIONLESS MATERIALS DURING SEISMIC LOADING
|
Pecker, A.
|
|
2001
|
|
4 |
p. 441-464
|
artikel
|
| 8 |
A PROCEDURE FOR COMBINING VERTICAL AND HORIZONTAL SEISMIC ACTION EFFECTS
|
Collier, C. J.
|
|
2001
|
|
4 |
p. 521-539
|
artikel
|
| 9 |
A PROCEDURE FOR ESTIMATING INPUT ENERGY SPECTRA FOR SEISMIC DESIGN
|
Chai, Y. H.
|
|
2000
|
|
4 |
p. 539-561
|
artikel
|
| 10 |
ASSESSMENT OF THE NATURAL FREQUENCY OF THE SEDIMENTARY COVER IN THE COLOGNE AREA (GERMANY) USING NOISE MEASUREMENTS
|
Parolai, Stefano
|
|
2001
|
|
4 |
p. 541-564
|
artikel
|
| 11 |
A THREE-DIMENSIONAL MODEL FOR VULNERABILITY ANALYSIS OF SLENDER MEDIEVAL MASONRY TOWERS
|
Casolo, Siro
|
|
1998
|
|
4 |
p. 487-512
|
artikel
|
| 12 |
ATTENUATION RELATION FOR WEST EURASIA DETERMINED WITH RECENT NEAR-FAULT RECORDS FROM CALIFORNIA, JAPAN AND TURKEY
|
Fukushima, Yoshimitsu
|
|
2003
|
|
4 |
p. 573-598
|
artikel
|
| 13 |
Attenuation Relationships for Iran
|
Amiri, G. Ghodrati
|
|
2007
|
|
4 |
p. 469-492
|
artikel
|
| 14 |
AUTOMATIC MINIMIZATION OF THE RIGIDITY ECCENTRICITY OF 3D REINFORCED CONCRETE BUILDINGS
|
Lagaros, Nikolaos D.
|
|
2006
|
|
4 |
p. 533-564
|
artikel
|
| 15 |
Behavior Factor for Performance-Based Seismic Design of Plane Steel Moment Resisting Frames
|
Karavasilis, Theodore L.
|
|
2007
|
|
4 |
p. 531-559
|
artikel
|
| 16 |
CAPACITY OF RC JOINTS SUBJECTED TO EARLY-AGE CYCLIC LOADING
|
Karayannis, C. G.
|
|
2000
|
|
4 |
p. 479-509
|
artikel
|
| 17 |
CODE PROVISIONS AND ANALYTICAL MODELLING FOR THE IN-PLANE FLEXIBILITY OF FLOOR DIAPHRAGMS IN BUILDING STRUCTURES
|
Doudoumis, I. N.
|
|
2001
|
|
4 |
p. 565-594
|
artikel
|
| 18 |
COMPLEX MODE SUPERPOSITION ALGORITHM FOR SEISMIC RESPONSES OF NON-CLASSICALLY DAMPED LINEAR MDOF SYSTEM
|
Zhou, Xi-Yuan
|
|
2004
|
|
4 |
p. 597-641
|
artikel
|
| 19 |
COUPLED HORIZONTAL-ROCKING IMPEDANCE FUNCTIONS FOR EMBEDDED SQUARE FOUNDATIONS AT HIGH FREQUENCY FACTORS
|
Bu, Suhol
|
|
1999
|
|
4 |
p. 561-587
|
artikel
|
| 20 |
DEFORMATION-CONTROLLED EARTHQUAKE-RESISTANT DESIGN OF RC BUILDINGS
|
Panagiotakos, T. B.
|
|
1999
|
|
4 |
p. 495-518
|
artikel
|
| 21 |
Design Methodology for Seismic Upgrading of Substandard Reinforced Concrete Structures
|
Thermou, Georgia E.
|
|
2007
|
|
4 |
p. 582-606
|
artikel
|
| 22 |
DETERMINATION OF DESIGN EARTHQUAKES IN SEISMIC HAZARD ANALYSIS THROUGH MONTE CARLO SIMULATION
|
Musson, R. M. W.
|
|
1999
|
|
4 |
p. 463-474
|
artikel
|
| 23 |
DUCTILE STEEL CONNECTIONS FOR SEISMIC RESISTANT PRECAST BUILDINGS
|
Crisafulli, F. J.
|
|
2003
|
|
4 |
p. 541-553
|
artikel
|
| 24 |
ECONOMIC ASSESSMENT OF THE SEISMIC RETROFITTING OF LOW-COST APARTMENT BUILDINGS
|
Arikan, Metin
|
|
2005
|
|
4 |
p. 577-584
|
artikel
|
| 25 |
EFFECTS OF SOIL LAYERING ON THE CHARACTERISTICS OF BASIN-EDGE INDUCED SURFACE WAVES AND DIFFERENTIAL GROUND MOTION
|
Narayan, J. P.
|
|
2006
|
|
4 |
p. 595-614
|
artikel
|
| 26 |
ELASTIC EARTH PRESSURES ON RIGID WALLS UNDER EARTHQUAKE LOADING
|
Li, X.
|
|
2000
|
|
4 |
p. 415-435
|
artikel
|
| 27 |
EMPIRICAL EVALUATION OF SITE EFFECTS BY MEANS OF H/V SPECTRAL RATIOS AT THE LOCATIONS OF STRONG MOTION ACCELEROMETERS IN ISRAEL
|
Zaslavsky, Y.
|
|
2003
|
|
4 |
p. 655-677
|
artikel
|
| 28 |
Empirical Green's Functions Modified by Attenuation for Sources Located at Intermediate and Far Distances from the Original Source
|
Jaimes, Miguel A.
|
|
2008
|
|
4 |
p. 584-595
|
artikel
|
| 29 |
ENERGY-BASED TECHNIQUE FOR SEISMIC PERFORMANCE ASSESSMENT OF INTERIOR BEAM-COLUMN JOINTS
|
Higazy, El Mostafa M.
|
|
1997
|
|
4 |
p. 675-692
|
artikel
|
| 30 |
Equivalent Damping in Support of Direct Displacement-Based Design
|
Dwairi, H. M.
|
|
2007
|
|
4 |
p. 512-530
|
artikel
|
| 31 |
EUROCODE 8 DESIGN RESPONSE SPECTRA EVALUATION USING THE K-NET JAPANESE DATABASE
|
Pousse, Guillaume
|
|
2005
|
|
4 |
p. 547-574
|
artikel
|
| 32 |
EVALUATION OF ACCIDENTAL ECCENTRICITY IN BUILDINGS DUE TO ROTATIONAL COMPONENT OF EARTHQUAKE
|
Shakib, H.
|
|
2002
|
|
4 |
p. 431-445
|
artikel
|
| 33 |
FATIGUE ANALYSIS OF MOMENT RESISTING STEEL FRAMES
|
Vayas, Ioannis
|
|
2003
|
|
4 |
p. 635-654
|
artikel
|
| 34 |
FORTHCOMING SPECIAL ISSUE SEISMIC LOADING AND GROUND MODIFICATION GUEST EDITOR FOREWORD
|
Elgamal, Ahmed
|
|
2005
|
|
4 |
p. 585
|
artikel
|
| 35 |
Fragility and Hazard Analysis of a Welded Steel Moment Resisting Frame
|
Kazantzi, A. K.
|
|
2008
|
|
4 |
p. 596-615
|
artikel
|
| 36 |
Inelastic Demand Spectra of Bi-Linear Models for Capacity Spectrum Method and Response of Simple Structures under Near-Source Records
|
Zhao, John X.
|
|
2007
|
|
4 |
p. 631-652
|
artikel
|
| 37 |
Influence of Frequency Content and Peak Intensities in the Rocking Seismic Response of Rigid Bodies
|
Arredondo, Cesar A.
|
|
2008
|
|
4 |
p. 517-533
|
artikel
|
| 38 |
INFLUENCE OF THE UNCERTAINTY IN THE SOIL-ROCK SPECTRAL RATIOS IN THE DEFINITION OF UNIFORM HAZARD SPECTRA AT SURFACE LEVEL
|
Jaramillo, Juan Diego
|
|
2006
|
|
4 |
p. 527-532
|
artikel
|
| 39 |
INTEGRATED PASSIVE-ACTIVE SYSTEM FOR SEISMIC PROTECTION OF A CABLE-STAYED BRIDGE
|
Park, Kyu-Sik
|
|
2003
|
|
4 |
p. 615-633
|
artikel
|
| 40 |
LOW-CYCLE FATIGUE CYCLIC AND PSD TESTING OF A TWO-STOREY MOMENT RESISTING STEEL FRAME WITH BEAM-TO-COLUMN WELDED CONNECTIONS
|
Taucer, Fabio
|
|
2000
|
|
4 |
p. 437-477
|
artikel
|
| 41 |
Multi-Criteria Decision Making for Seismic Retrofitting of RC Structures
|
Caterino, Nicola
|
|
2008
|
|
4 |
p. 555-583
|
artikel
|
| 42 |
Multi-Mode Response of Shear and Flexural Buildings to Pulse-Type Ground Motions in Near-Field Earthquakes
|
Khaloo, Ali R.
|
|
2008
|
|
4 |
p. 616-630
|
artikel
|
| 43 |
NONLINEAR SHAKE TABLE IDENTIFICATION AND CONTROL FOR NEAR-FIELD EARTHQUAKE TESTING
|
Chase, J. Geoffrey
|
|
2005
|
|
4 |
p. 461-482
|
artikel
|
| 44 |
NUMERICAL ANALYSIS OF EMBANKMENT FOUNDATION LIQUEFACTION COUNTERMEASURES
|
Elgamal, Ahmed
|
|
2002
|
|
4 |
p. 447-471
|
artikel
|
| 45 |
Numerical Analysis of RC Bridge Piers with Rectangular Hollow Cross-section Retrofitted with FRP Jackets
|
Tsionis, Georgios
|
|
2007
|
|
4 |
p. 607-630
|
artikel
|
| 46 |
ON THE CHARACTERISATION OF THE PHASE SPECTRUM FOR STRONG MOTION SYNTHESIS
|
Shrikhande, Manish
|
|
2001
|
|
4 |
p. 465-482
|
artikel
|
| 47 |
PHENOMENOLOGICAL TWO-PARAMETER MODEL FOR DYNAMIC DAM-RESERVOIR INTERACTION
|
Darbre, G. R.
|
|
1998
|
|
4 |
p. 513-524
|
artikel
|
| 48 |
QUICK SURVEY OF THE POSSIBLE CAUSES OF DAMAGE ENHANCEMENT OBSERVED IN SAN GIULIANO AFTER THE 2002 MOLISE, ITALY SEISMIC SEQUENCE
|
Mucciarelli, Marco
|
|
2003
|
|
4 |
p. 599-614
|
artikel
|
| 49 |
REHABILITATION OF REINFORCED CONCRETE COLUMNS USING CORRUGATED STEEL JACKETING
|
Ghobarah, A.
|
|
1997
|
|
4 |
p. 651-673
|
artikel
|
| 50 |
RELIABILITY AND APPLICABILITY OF NAKAMURA'S TECHNIQUE USING MICROTREMORS: AN EXPERIMENTAL APPROACH
|
Mucciarelli, Marco
|
|
1998
|
|
4 |
p. 625-638
|
artikel
|
| 51 |
REPAIR AND RETROFITTING OF RC WALLS USING SELECTIVE TECHNIQUES
|
Elnashai, A. S.
|
|
1998
|
|
4 |
p. 525-568
|
artikel
|
| 52 |
RESPONSE OF STRUCTURES TO VARIOUS SEISMIC ENVIRONMENTS AND SUPPORTING MEDIA
|
Caner, Ferhun Cem
|
|
1997
|
|
4 |
p. 633-650
|
artikel
|
| 53 |
ROBUST HYBRID ISOLATION SYSTEM FOR A SEISMICALLY EXCITED CABLE-STAYED BRIDGE
|
Park, Kyu-Sik
|
|
2005
|
|
4 |
p. 497-524
|
artikel
|
| 54 |
Seismic Behavior of RC Wide Beam-Column Connections Under Dynamic Loading
|
Benavent-Climent, A.
|
|
2007
|
|
4 |
p. 493-511
|
artikel
|
| 55 |
SEISMIC BEHAVIOUR OF A R/C WALL: NUMERICAL SIMULATION AND EXPERIMENTAL VALIDATION
|
Faria, Rui
|
|
2002
|
|
4 |
p. 473-498
|
artikel
|
| 56 |
SEISMIC DESIGN AND ANALYSIS OF A KNEE BRACED FRAME BUILDING
|
Clement, Denis E.
|
|
2004
|
|
4 |
p. 523-543
|
artikel
|
| 57 |
SEISMIC DESIGN OF BASE-ISOLATED STRUCTURES USING CONSTANT STRENGTH SPECTRA
|
Tena-Colunga, Arturo
|
|
2002
|
|
4 |
p. 553-585
|
artikel
|
| 58 |
SEISMIC ENERGY DEMAND IN STEEL MOMENT FRAMES
|
Shen, J.
|
|
1999
|
|
4 |
p. 519-559
|
artikel
|
| 59 |
SEISMIC FRAGILITY OF LRC FRAMES WITH AND WITHOUT MASONRY INFILL WALLS
|
Mosalam, Khalid M.
|
|
1997
|
|
4 |
p. 693-720
|
artikel
|
| 60 |
SEISMIC HAZARD ASSESSMENT IN FLORENCE CITY ITALY
|
Molin, Diego
|
|
1999
|
|
4 |
p. 475-494
|
artikel
|
| 61 |
SEISMIC MICROZONATION AND SITE EFFECTS AT AL HOCEIMA CITY, MOROCCO
|
Talhaoui, Abdelouahid
|
|
2004
|
|
4 |
p. 585-596
|
artikel
|
| 62 |
SEISMIC RELIABILITY ASSESSMENT OF EXISTING REINFORCED CONCRETE BUILDINGS
|
Ghobarah, A.
|
|
1998
|
|
4 |
p. 569-592
|
artikel
|
| 63 |
SEISMIC RESPONSE CONTROL OF CABLE-STAYED BRIDGE USING DIFFERENT CONTROL STRATEGIES
|
Chang, Chia-Ming
|
|
2006
|
|
4 |
p. 481-508
|
artikel
|
| 64 |
SEISMIC RESPONSE OF LINKED MARGINAL WHARF SEGMENTS
|
Benzoni, G.
|
|
2003
|
|
4 |
p. 513-539
|
artikel
|
| 65 |
SEISMIC RETROFITTING OF BRIDGES BY RESPONSE MODIFICATION TECHNIQUES BASED ON ALTERING BEARING FIXITIES
|
Dicleli, Murat
|
|
2005
|
|
4 |
p. 483-495
|
artikel
|
| 66 |
SEISMIC RISK ASSESSMENT OF RC STRUCTURES WITH THE “2000 SAC/FEMA” METHOD
|
Lupoi, G.
|
|
2002
|
|
4 |
p. 499-512
|
artikel
|
| 67 |
SEISMIC TORSIONAL EFFECTS ON DUCTILE STRUCTURAL WALL SYSTEMS
|
Paulay, T.
|
|
1997
|
|
4 |
p. 721-745
|
artikel
|
| 68 |
SHAKING TABLE DYNAMICS: RESULTS FROM A TEST-ANALYSIS COMPARISON STUDY
|
Trombetti, Tomaso L.
|
|
2002
|
|
4 |
p. 513-551
|
artikel
|
| 69 |
SITE AMPLIFICATION FACTOR IN ANCHORAGE, ALASKA BASED ON LONG PERIOD MICROTREMORS
|
Dravinski, M.
|
|
2003
|
|
4 |
p. 555-571
|
artikel
|
| 70 |
Source Modeling of the Kozani and Arnea 1995 Events with Strong Motion Estimates for the City of Thessaloniki
|
Suhadolc, P.
|
|
2007
|
|
4 |
p. 560-581
|
artikel
|
| 71 |
STIFFNESS AND FRACTURE CHARACTERISTICS OF THE NORTHRIDGE STEEL MOMENT RESISTING CONNECTIONS
|
Righiniotis, T. D.
|
|
2004
|
|
4 |
p. 567-584
|
artikel
|
| 72 |
SYSTEM IDENTIFICATION OF FEI-TSUI ARCH DAM FROM FORCED VIBRATION AND SEISMIC RESPONSE DATA
|
Loh, Chin-Hsiung
|
|
2000
|
|
4 |
p. 511-537
|
artikel
|
| 73 |
SYSTEM IDENTIFICATION OF LANDFILL SEISMIC RESPONSE
|
Elgamal, Ahmed
|
|
2004
|
|
4 |
p. 545-566
|
artikel
|
| 74 |
THE ASSESSMENT OF TOTAL SEISMIC MOMENT
|
Ambraseys, N. N.
|
|
1999
|
|
4 |
p. 439-461
|
artikel
|
| 75 |
THE 9 JULY 551 AD BEIRUT EARTHQUAKE, EASTERN MEDITERRANEAN REGION
|
Darawcheh, Ryad
|
|
2000
|
|
4 |
p. 403-414
|
artikel
|
| 76 |
THE SEISMICITY OF THE EASTERN MEDITERRANEAN REGION 550-1 BC: A RE-APPRAISAL
|
Ambraseys, N. N.
|
|
1997
|
|
4 |
p. 603-632
|
artikel
|
| 77 |
USING GIS IN THE PROBABILISTIC ASSESSMENT OF EARTHQUAKE TRIGGERED LANDSLIDE HAZARDS
|
Mankelow, Joseph M.
|
|
1998
|
|
4 |
p. 593-623
|
artikel
|
| 78 |
Vector-valued Intensity Measures Incorporating Spectral Shape For Prediction of Structural Response
|
Baker, Jack W.
|
|
2008
|
|
4 |
p. 534-554
|
artikel
|
| 79 |
VULNERABILITY OF ELASTOMERIC BEARING ISOLATED BUILDINGS AND THEIR EQUIPMENT
|
Politopoulos, I.
|
|
2005
|
|
4 |
p. 525-546
|
artikel
|
| 80 |
WAVELET-BASED IDENTIFICATION OF SITE FREQUENCIES FROM EARTHQUAKE RECORDS
|
Montejo, Luis A.
|
|
2006
|
|
4 |
p. 565-594
|
artikel
|
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