| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Candidate Proxy to be used in Intensity-Based Triggering Mechanism for Parametric CAT-Bond Insurance: Istanbul Case Study
|
Mousavi, Mehdi
|
|
|
35 |
2 |
p. 565-588
|
artikel
|
| 2 |
A Framework to Evaluate the Benefit of Seismic Upgrading
|
Michel, Clotaire
|
|
|
35 |
2 |
p. 1045-1051
|
artikel
|
| 3 |
Analytical Modeling of Moderately Ductile RC Frame Structures for Seismic Performance Evaluation Using PERFORM-3D
|
Al Mamuna, Abdullah
|
|
|
35 |
2 |
p. 635-652
|
artikel
|
| 4 |
A Novel Regression Analysis Method for Randomly Truncated Strong-Motion Data
|
Chao, Shu-Hsien
|
|
|
35 |
2 |
p. 977-1001
|
artikel
|
| 5 |
A Probabilistic Model to Evaluate Options for Mitigating Induced Seismic Risk
|
van Elk, Jan
|
|
|
35 |
2 |
p. 537-564
|
artikel
|
| 6 |
Conditional Scenario Spectra (CSS) for Hazard-Consistent Analysis of Engineering Systems
|
Arteta, Carlos A.
|
|
|
35 |
2 |
p. 737-757
|
artikel
|
| 7 |
70%-Damped Spectral Acceleration as a Ground Motion Intensity Measure for Predicting Highly Nonlinear Response of Structures
|
Buyco, Kenny
|
|
|
35 |
2 |
p. 589-610
|
artikel
|
| 8 |
Development and Testing of a Friction/Sliding Connection to Improve the Seismic Performance of Gypsum Partition Walls
|
Araya-Letelier, Gerardo
|
|
|
35 |
2 |
p. 653-677
|
artikel
|
| 9 |
Discussion of “Joint Maximum Likelihood Estimators for Gutenberg-Richter Parameters λ0 and β Using Subcatalogs”
|
Ordaz, Mario
|
|
|
35 |
2 |
p. 1059
|
artikel
|
| 10 |
Does the One-Dimensional Assumption Hold for Site Response Analysis? A Study of Seismic Site Responses and Implication for Ground Motion Assessment Using KiK-Net Strong-Motion Data
|
Pilz, Marco
|
|
|
35 |
2 |
p. 883-905
|
artikel
|
| 11 |
Effects of Soil Parameter Variabilities on the Estimation of Ground-Motion Amplification Factors
|
Li, Bo
|
|
|
35 |
2 |
p. 907-928
|
artikel
|
| 12 |
Empirical Linear Seismic Site Amplification in Central and Eastern North America
|
Parker, Grace A.
|
|
|
35 |
2 |
p. 849-881
|
artikel
|
| 13 |
Evaluation of the Scaling Factor Bias Influence on the Probability of Collapse Using Sa(T1) as the Intensity Measure
|
Dávalos, Héctor
|
|
|
35 |
2 |
p. 679-702
|
artikel
|
| 14 |
Ground Motion Selection in the Near-Fault Region considering Directivity-Induced Pulse Effects
|
Tarbali, Karim
|
|
|
35 |
2 |
p. 759-786
|
artikel
|
| 15 |
Increases in Life-Safety Risks to Building Occupants from Induced Earthquakes in the Central United States
|
Liu, Taojun
|
|
|
35 |
2 |
p. 471-488
|
artikel
|
| 16 |
Influence of Epistemic Uncertainty in Shear Wave Velocity on Seismic Ground Response Analyses
|
Passeri, Federico
|
|
|
35 |
2 |
p. 929-954
|
artikel
|
| 17 |
Joint Maximum Likelihood Estimators for Gutenberg-Richter Parameters λ0 and β Using Subcatalogs
|
Vermeulen, Petrus J.
|
|
|
35 |
2 |
p. 1053-1058
|
artikel
|
| 18 |
Predicting Fatality Rates Due to Earthquakes Accounting for Community Vulnerability
|
Wang, Yi (Victor)
|
|
|
35 |
2 |
p. 513-536
|
artikel
|
| 19 |
Seismic Evaluation of Ultra-High Voltage Wall Bushing
|
Xie, Qiang
|
|
|
35 |
2 |
p. 611-633
|
artikel
|
| 20 |
Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response, and SSI
|
Fiorentino, Gabriele
|
|
|
35 |
2 |
p. 703-736
|
artikel
|
| 21 |
Seismic Response of Embankment Dams Based on Recorded Strong-Motion Data in Japan
|
Park, DongSoon
|
|
|
35 |
2 |
p. 955-976
|
artikel
|
| 22 |
Seismic Risk Assessment of an Emergency Department of a Chilean Hospital Using a Patient-Oriented Performance Model
|
Favier, Philomène
|
|
|
35 |
2 |
p. 489-512
|
artikel
|
| 23 |
Site Amplification Functions for Central and Eastern North America – Part II: Modular Simulation-Based Models
|
Harmon, Joseph
|
|
|
35 |
2 |
p. 815-847
|
artikel
|
| 24 |
Site Amplification Functions for Central and Eastern North America – Part I: Simulation Data Set Development
|
Harmon, Joseph
|
|
|
35 |
2 |
p. 787-814
|
artikel
|
| 25 |
Uniaxial Cyclic Tests on Reinforced Concrete Members with Lap Splices
|
Tarquini, Danilo
|
|
|
35 |
2 |
p. 1023-1043
|
artikel
|
| 26 |
Z-Transferred Discrete-Time Infinite Impulse Response Filter as Foundation–Soil Impedance Function for SDOF Dynamic Structural Response Considering Soil–Structure Interaction
|
Sung, Yu-Chi
|
|
|
35 |
2 |
p. 1003-1022
|
artikel
|
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