| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A DAMAGE MODEL FOR THE ANALYSIS OF THE SEISMIC RESPONSE OF MONUMENTAL BUILDINGS
|
Podesta, Stefano
|
|
2005
|
|
3 |
p. 419-444
|
artikel
|
| 2 |
A DISPLACEMENT-BASED APPROACH FOR VULNERABILITY EVALUATION OF CLASSES OF BUILDINGS
|
Calvi, Gian Michele
|
|
1999
|
|
3 |
p. 411-438
|
artikel
|
| 3 |
A Fast and Efficient Simulation of the Far-Fault and Near-Fault Earthquake Ground Motions Associated with the June 17 and 21, 2000, Earthquakes in South Iceland
|
Halldorsson, Benedikt
|
|
2007
|
|
3 |
p. 343-370
|
artikel
|
| 4 |
A FIBRE FINITE BEAM ELEMENT WITH SECTION SHEAR MODELLING FOR SEISMIC ANALYSIS OF RC STRUCTURES
|
Ranzo, Giulio
|
|
1998
|
|
3 |
p. 443-473
|
artikel
|
| 5 |
AN ALGORITHM FOR COMPUTING ISODUCTILE RESPONSE SPECTRA
|
Inel, M.
|
|
2002
|
|
3 |
p. 375-390
|
artikel
|
| 6 |
ANALYTICAL MODELLING OF THE SEISMIC BEHAVIOUR OF PRECAST CONCRETE FRAMES DESIGNED WITH DUCTILE CONNECTIONS
|
Pampanin, Stefano
|
|
2001
|
|
3 |
p. 329-367
|
artikel
|
| 7 |
AN EFFICIENT APPROACH FOR PUSHOVER ANALYSIS OF UNREINFORCED MASONRY (URM) STRUCTURES
|
Penelis, Gr. G.
|
|
2006
|
|
3 |
p. 359-379
|
artikel
|
| 8 |
AN UNCONDITIONALLY STABLE EXPLICIT METHOD FOR STRUCTURAL DYNAMICS
|
Chang, Shuenn-Yih
|
|
2005
|
|
3 |
p. 349-370
|
artikel
|
| 9 |
A PRACTICAL MODEL FOR SEISMIC ANALYSIS OF REINFORCED CONCRETE SHEAR WALL BUILDINGS
|
Kim, Tae-Wan
|
|
2005
|
|
3 |
p. 393-417
|
artikel
|
| 10 |
A THEORETICAL ATTENUATION MODEL FOR EARTHQUAKE-INDUCED GROUND MOTION
|
Olafsson, S.
|
|
1999
|
|
3 |
p. 287-315
|
artikel
|
| 11 |
BEHAVIOUR OF REHABILITATED STRUCTURAL WALLS
|
Khalil, A.
|
|
2005
|
|
3 |
p. 371-391
|
artikel
|
| 12 |
COMPRESSIVE BEHAVIOUR OF CARBON FIBRE COMPOSITE JACKETED CONCRETE WITH CIRCULAR AND NON-CIRCULAR CROSS-SECTIONS
|
Ilki, Alper
|
|
2003
|
|
3 |
p. 381-406
|
artikel
|
| 13 |
CONSTANT-DAMAGE DESIGN SPECTRA
|
Warnitchai, Pennung
|
|
1999
|
|
3 |
p. 329-347
|
artikel
|
| 14 |
CYCLIC RESPONSE OF BRIDGE KNEE JOINTS WITH CIRCULAR COLUMNS
|
Ingham, Jason M.
|
|
1998
|
|
3 |
p. 357-390
|
artikel
|
| 15 |
DEFORMATION BUILD UP WITHIN A GRANULAR ASSEMBLAGE DURING AN INTENSE EARTHQUAKE
|
Konagai, Kazuo
|
|
1998
|
|
3 |
p. 419-441
|
artikel
|
| 16 |
Development of Neural Network Based Hysteretic Models for Steel Beam-Column Connections Through Self-Learning Simulation
|
Yun, G. J.
|
|
2007
|
|
3 |
p. 453-467
|
artikel
|
| 17 |
DEVELOPMENT OF NEW SITE CLASSIFICATION SYSTEM FOR THE REGIONS OF SHALLOW BEDROCK IN KOREA
|
Kim, Dong-Soo
|
|
2006
|
|
3 |
p. 331-358
|
artikel
|
| 18 |
DIAPHRAGM ACTION OF SANDWICH PANELS IN PIN-JOINTED STEEL STRUCTURES: A SEISMIC STUDY
|
De Matteis, Gianfranco
|
|
2000
|
|
3 |
p. 251-275
|
artikel
|
| 19 |
DUCTILITY REDUCTION FACTOR OF MDOF SHEAR-BUILDING STRUCTURES
|
Moghaddam, H.
|
|
2001
|
|
3 |
p. 425-440
|
artikel
|
| 20 |
DURATION AND ENERGY CHARACTERISTICS OF GREEK STRONG MOTION RECORDS
|
Koliopoulos, P. K.
|
|
1998
|
|
3 |
p. 391-417
|
artikel
|
| 21 |
Effect of SMA Braces in a Steel Frame Building
|
Boroschek, Ruben L.
|
|
2007
|
|
3 |
p. 326-342
|
artikel
|
| 22 |
EFFECT OF SOIL-STRUCTURE INTERACTION ON SEISMICALLY ISOLATED BRIDGES
|
Spyrakos, C. C.
|
|
2002
|
|
3 |
p. 391-429
|
artikel
|
| 23 |
ENGINEERING EVALUATION OF THE 1 OCTOBER 1995 DINAR EARTHQUAKE (ML = 5.9)
|
Sucuoğlu, Haluk
|
|
1997
|
|
3 |
p. 581-602
|
artikel
|
| 24 |
Estimating the Higher-Mode Response of Ductile Structures
|
Sullivan, T. J.
|
|
2008
|
|
3 |
p. 456-472
|
artikel
|
| 25 |
ESTIMATION OF GROUND MOTION ACCELERATION AND BUILDING RESPONSE TO A LONG DISTANCE EARTHQUAKE
|
Tao, N. F.
|
|
1998
|
|
3 |
p. 477-485
|
artikel
|
| 26 |
Estimation of Strong Ground Motions in Southwest Western Australia with a Combined Green's Function and Stochastic Approach
|
Liang, Jonathan Z.
|
|
2008
|
|
3 |
p. 382-405
|
artikel
|
| 27 |
EVALUATION OF DEFORMATION CAPACITY FOR RC T-SHAPED CANTILEVER WALLS
|
Choi, Chang-Sik
|
|
2004
|
|
3 |
p. 397-414
|
artikel
|
| 28 |
EVALUATION OF THE SEISMIC PERFORMANCE OF EXISTING RC BUILDINGS: II. A CASE STUDY FOR REGULAR AND IRREGULAR BUILDINGS
|
Repapis, Constantinos
|
|
2006
|
|
3 |
p. 429-452
|
artikel
|
| 29 |
EXPERIMENTAL ASSESSMENT OF THE GLOBAL CYCLIC DAMAGE OF FRAMED R/C STRUCTURES
|
Negro, Paolo
|
|
1997
|
|
3 |
p. 543-562
|
artikel
|
| 30 |
EXPERIMENTAL BEHAVIOUR AND NUMERICAL MODELLING OF SMOOTH STEEL BARS UNDER COMPRESSION
|
Cosenza, Edoardo
|
|
2006
|
|
3 |
p. 313-329
|
artikel
|
| 31 |
EXPERIMENTAL BEHAVIOUR OF R/C FRAMES RETROFITTED WITH DISSIPATING AND RE-CENTRING BRACES
|
Gardone, Donatello
|
|
2004
|
|
3 |
p. 361-396
|
artikel
|
| 32 |
Experimental Study of a Structure Under Stress Pulse Simulating Vertical Ground Motion
|
Badalouka, B. G.
|
|
2008
|
|
3 |
p. 341-356
|
artikel
|
| 33 |
FRICTION DAMPED STEEL MOMENT-RESISTING FRAMES SUBJECTED TO LONG-DISTANCE EARTHQUAKES: INFLUENCE OF WELD FRACTURES
|
Wanitkorkul, Assawin
|
|
2003
|
|
3 |
p. 495-510
|
artikel
|
| 34 |
FUZZY PATTERN CLASSIFICATION OF STRONG GROUND MOTION RECORDS
|
Alimoradi, Arzhang
|
|
2005
|
|
3 |
p. 307-332
|
artikel
|
| 35 |
GENERATION OF SYNTHETIC EARTHQUAKE ACCELEROGRAMS USING SEISMOLOGICAL MODELLING: A REVIEW
|
Lam, Nelson
|
|
2000
|
|
3 |
p. 321-354
|
artikel
|
| 36 |
GEOTECHNICAL AND GEOPHYSICAL DESCRIPTION OF EURO-SEISTEST, USING FIELD, LABORATORY TESTS AND MODERATE STRONG MOTION RECORDINGS
|
Pitilakis, K.
|
|
1999
|
|
3 |
p. 381-409
|
artikel
|
| 37 |
IDENTIFICATION AND VERIFICATION OF SEISMIC DEMAND FROM DIFFERENT HYSTERETIC MODELS
|
Chung, Shung-Tsair
|
|
2002
|
|
3 |
p. 331-355
|
artikel
|
| 38 |
INDEPENDENT HARMONIC CONTROL FOR STRUCTURAL ENGINEERING
|
Baratta, Alessandro
|
|
2002
|
|
3 |
p. 297-314
|
artikel
|
| 39 |
Influence of Design Criteria on the Seismic Reliability of X-braced Frames
|
Longo, A.
|
|
2008
|
|
3 |
p. 406-431
|
artikel
|
| 40 |
INFLUENCE OF GROUND MOTION CHARACTERISTICS ON MONUMENTAL BUILDING DAMAGE: THE 2002 MOLISE EARTHQUAKE (SOUTHERN ITALY)
|
Podesta, Stefano
|
|
2006
|
|
3 |
p. 381-409
|
artikel
|
| 41 |
IS THERE A NEAR-FIELD FOR SMALL-TO-MODERATE MAGNITUDE EARTHQUAKES?
|
Bommer, Julian J.
|
|
2001
|
|
3 |
p. 395-423
|
artikel
|
| 42 |
LOOKING FOR “NEW” EARTHQUAKE DATA IN THE 17th-18th CENTURY EUROPEAN “NEWSSELLERS” NETWORK
|
Camassi, R.
|
|
2004
|
|
3 |
p. 335-359
|
artikel
|
| 43 |
Modeling Beam-Column Joints in Fragility Assessment of Gravity Load Designed Reinforced Concrete Frames
|
Celik, Ozan Cem
|
|
2008
|
|
3 |
p. 357-381
|
artikel
|
| 44 |
Mode Superposition Method of Non Stationary Seismic Responses for Non Classically Damped Linear Systems
|
Zhou, Xi-Yuan
|
|
2008
|
|
3 |
p. 473-516
|
artikel
|
| 45 |
New Findings on the 1958 Las Melosas Earthquake Sequence, Central Chile: Implications for Seismic Hazard Related to Shallow Crustal Earthquakes in Subduction Zones
|
Sepulveda, Sergio A.
|
|
2008
|
|
3 |
p. 432-455
|
artikel
|
| 46 |
NON-LINEAR SEISMIC RESPONSE OF ECS DESIGNED RC BUILDING STRUCTURES
|
Dolce, M.
|
|
2002
|
|
3 |
p. 357-373
|
artikel
|
| 47 |
NOTE ON THE INCLUSION OF SITE CLASSIFICATION INFORMATION IN EQUATIONS TO ESTIMATE STRONG GROUND MOTIONS
|
Douglas, John
|
|
2003
|
|
3 |
p. 373-380
|
artikel
|
| 48 |
ON THE SEISMIC VULNERABILITY OF EXISTING UNREINFORCED MASONRY BUILDINGS
|
Lang, K.
|
|
2003
|
|
3 |
p. 407-426
|
artikel
|
| 49 |
RELATION BETWEEN BUILDING DAMAGE AND GROUND CONDITIONS IN THE 1999 QUINDIO EARTHQUAKE IN COLOMBIA
|
Hashimoto, Takao
|
|
2002
|
|
3 |
p. 315-330
|
artikel
|
| 50 |
REPEATABLE DYNAMIC RELEASE TESTS ON A BASE-ISOLATED BUILDING
|
Bixio, A. R.
|
|
2001
|
|
3 |
p. 369-393
|
artikel
|
| 51 |
SEISMIC BEHAVIOUR OF PERIMETER AND SPATIAL STEEL FRAMES
|
Mele, Elena
|
|
2004
|
|
3 |
p. 457-496
|
artikel
|
| 52 |
SEISMIC DESIGN AND RESPONSE OF BARE AND MASONRY-INFILLED REINFORCED CONCRETE BUILDINGS. PART II: INFILLED STRUCTURES
|
Fardis, M. N.
|
|
1997
|
|
3 |
p. 475-503
|
artikel
|
| 53 |
SEISMIC DESIGN OF BASE-ISOLATED STRUCTURES USING CONSTANT STRENGTH SPECTRA
|
|
|
2003
|
|
3 |
p. 511
|
artikel
|
| 54 |
SEISMIC HAZARD ASSESSMENT OF METROPOLITAN TEHRAN, IRAN
|
Amiri, G. Ghodrati
|
|
2003
|
|
3 |
p. 347-372
|
artikel
|
| 55 |
SEISMICITY AND STRAIN IN THE GULF OF CORINTH (GREECE) SINCE 1694
|
Ambraseys, N. N.
|
|
1997
|
|
3 |
p. 433-474
|
artikel
|
| 56 |
Seismic Performance of Square Reinforced Concrete Columns under Combined Cyclic Flexural and Torsional Loadings
|
Tirasit, P.
|
|
2007
|
|
3 |
p. 425-452
|
artikel
|
| 57 |
SEISMIC RESPONSE OF A SECONDARY SYSTEM MOUNTED ON A TORSIONALLY COUPLED NON-LINEAR PRIMARY SYSTEM
|
Agrawal, Abhijit K.
|
|
1998
|
|
3 |
p. 339-356
|
artikel
|
| 58 |
Seismic Risk Assessment of Transportation Network Systems
|
Kiremidjian, Anne
|
|
2007
|
|
3 |
p. 371-382
|
artikel
|
| 59 |
Seismic Site Response Modeling for Three Missouri River Highway Bridges
|
Rogers, J. David
|
|
2007
|
|
3 |
p. 400-424
|
artikel
|
| 60 |
SEISMIC SOIL-STRUCTURE INTERACTION: BENEFICIAL OR DETRIMENTAL?
|
Mylonakis, George
|
|
2000
|
|
3 |
p. 277-301
|
artikel
|
| 61 |
SEISMIC WAVE ATTENUATION FOR VRANCEA EVENTS REVISITED
|
Radulian, M.
|
|
2006
|
|
3 |
p. 411-427
|
artikel
|
| 62 |
SENSITIVITY OF PARAMETERS FOR PROBABILISTIC SEISMIC HAZARD ANALYSIS USING A LOGIC TREE APPROACH
|
Grunthal, G.
|
|
2001
|
|
3 |
p. 309-328
|
artikel
|
| 63 |
SHAPE MEMORY ALLOYS IN SEISMIC RESISTANT DESIGN AND RETROFIT: A CRITICAL REVIEW OF THEIR POTENTIAL AND LIMITATIONS
|
Desroches, R.
|
|
2004
|
|
3 |
p. 415-429
|
artikel
|
| 64 |
SIMPLE EXPRESSION OF THE DYNAMIC STIFFNESS OF GROUPED PILES IN SWAY MOTION
|
Konagai, Kazuo
|
|
2000
|
|
3 |
p. 355-376
|
artikel
|
| 65 |
SIMPLIFIED EVALUATION OF EARTHQUAKE-INDUCED PERMANENT DISPLACEMENTS OF SHALLOW FOUNDATIONS
|
Paolucci, R.
|
|
1997
|
|
3 |
p. 563-579
|
artikel
|
| 66 |
SIMULATION OF RIDGE-WEATHERING EFFECTS ON THE GROUND MOTION CHARACTERISTICS
|
Narayan, J. P.
|
|
2003
|
|
3 |
p. 447-461
|
artikel
|
| 67 |
SIMULATION OF THE FOURIER PHASE SPECTRUM FOR THE GENERATION OF SYNTHETIC ACCELEROGRAMS
|
Montaldo, V.
|
|
2003
|
|
3 |
p. 427-445
|
artikel
|
| 68 |
SOME DESIGN PRINCIPLES RELEVANT TO TORSIONAL PHENOMENA IN DUCTILE BUILDINGS
|
Paulay, T.
|
|
2001
|
|
3 |
p. 273-308
|
artikel
|
| 69 |
STRUT-AND-TIE COMPUTER MODELLING OF REINFORCED CONCRETE BRIDGE JOINT SYSTEMS
|
To, Nicholas H. T.
|
|
2003
|
|
3 |
p. 463-493
|
artikel
|
| 70 |
Testing of Superelastic Recentering Pre-Strained Braces for Seismic Resistant Design
|
Lafortune, Pierre
|
|
2007
|
|
3 |
p. 383-399
|
artikel
|
| 71 |
THE AIGIO (GREECE) SEISMIC SEQUENCE OF JUNE 1995: SEISMOLOGICAL, STRONG MOTION DATA AND EFFECTS OF THE EARTHQUAKES ON STRUCTURES
|
Lekidis, V. A.
|
|
1999
|
|
3 |
p. 349-380
|
artikel
|
| 72 |
THE BOVEC (SLOVENIA) EARTHQUAKE, APRIL 1998: PRELIMINARY QUANTITATIVE ASSOCIATION AMONG DAMAGE, GROUND MOTION AMPLIFICATION AND BUILDING FREQUENCIES
|
Mucciarelli, Marco
|
|
1999
|
|
3 |
p. 317-327
|
artikel
|
| 73 |
THE DAMAGE OF HIGHWAY BRIDGES IN THE 1995 HYOGO-KEN NANBU EARTHQUAKE AND ITS IMPACT ON JAPANESE SEISMIC DESIGN
|
Kawashima, Kazuhiko
|
|
1997
|
|
3 |
p. 505-541
|
artikel
|
| 74 |
THE γ-FUNCTION PSEUDODYNAMIC ALGORITHM
|
Chang, Shuenn-Yih
|
|
2000
|
|
3 |
p. 303-320
|
artikel
|
| 75 |
THE SEISMICITY OF THE MARMARA SEA AREA 1800-1899
|
Ambraseys, N. N.
|
|
2000
|
|
3 |
p. 377-401
|
artikel
|
| 76 |
THE SHADOW-ZONE OF LARGE ITALIAN EARTHQUAKES. EARLY JOURNALISTIC SOURCES AND THEIR PERCEPTION OF 17TH-18TH CENTURIES SEISMICITY
|
Castelli, Viviana
|
|
2005
|
|
3 |
p. 333-348
|
artikel
|
| 77 |
Use of Corrected Sinusoidal Pulses to Estimate Inelastic Demands of Elasto-Perfectly Plastic Oscillators Subjected to Narrow-Band Motions
|
Arroyo, Danny
|
|
2007
|
|
3 |
p. 303-325
|
artikel
|
| 78 |
WHAT CAN BE CONCLUDED ABOUT SEISMIC HISTORY FROM BROKEN AND UNBROKEN SPELEOTHEMS?
|
Lacave, C.
|
|
2004
|
|
3 |
p. 431-455
|
artikel
|
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