| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Decision-Support Algorithm for Post-Earthquake Water Services Recovery and Its Application to the 22 February 2011 Mw 6.2 Christchurch Earthquake
|
Bellagamba, Xavier
|
|
|
35 |
3 |
p. 1397-1420
|
artikel
|
| 2 |
Application of Spectral Element Method for Dynamic Analysis of Plane Frame Structures
|
Çağlar, N. Merve
|
|
|
35 |
3 |
p. 1213-1233
|
artikel
|
| 3 |
Centrifuge Testing of Circular and Rectangular Embedded Structures with Base Excitations
|
Seylabi, Elnaz Esmaeilzadeh
|
|
|
35 |
3 |
p. 1485-1505
|
artikel
|
| 4 |
Deformation Capacity Limits for Reinforced Concrete Walls
|
Shegay, Alex V.
|
|
|
35 |
3 |
p. 1189-1212
|
artikel
|
| 5 |
Development and Validation of Fragility Functions for Buried Pipelines Based on Canterbury Earthquake Sequence Data
|
Bellagamba, Xavier
|
|
|
35 |
3 |
p. 1061-1086
|
artikel
|
| 6 |
Discussion of “A Framework to Evaluate the Benefit of Seismic Upgrading”
|
Galanis, Panagiotis
|
|
|
35 |
3 |
p. 1511-1514
|
artikel
|
| 7 |
Earthquake-Induced Ground Deformations in the Low-Seismicity Region: A Case of the 2017 M5.4 Pohang, South Korea, Earthquake
|
Kang, Sinhang
|
|
|
35 |
3 |
p. 1235-1260
|
artikel
|
| 8 |
Evaluation of SCEC CyberShake Ground Motions for Engineering Practice
|
Teng, Ganyu
|
|
|
35 |
3 |
p. 1311-1328
|
artikel
|
| 9 |
Fragility Curves for Wide-Flange Steel Columns and Implications for Building-Specific Earthquake-Induced Loss Assessment
|
Maison, Bruce F.
|
|
|
35 |
3 |
p. 1507-1510
|
artikel
|
| 10 |
Geophysical Study and 3-D Modeling of Site Effects in Viña del Mar, Chile
|
Podestá, Luis
|
|
|
35 |
3 |
p. 1329-1349
|
artikel
|
| 11 |
Ground Motion Models for the Horizontal Components of Arias Intensity (AI) and Cumulative Absolute Velocity (CAV) Using the NGA-West2 Database
|
Campbell, Kenneth W.
|
|
|
35 |
3 |
p. 1289-1310
|
artikel
|
| 12 |
Impacts of Simulated M9 Cascadia Subduction Zone Motions on Idealized Systems
|
Marafi, Nasser A.
|
|
|
35 |
3 |
p. 1261-1287
|
artikel
|
| 13 |
Inelastic Displacement Spectra and Its Utilization of DDB Design for Seismic Isolated Bridges Subjected to Near-Fault Pulse-Like Ground Motions
|
Wu, Yi-feng
|
|
|
35 |
3 |
p. 1109-1140
|
artikel
|
| 14 |
Interperiod Correlation Model for Mexican Interface Earthquakes
|
Jaimes, Miguel A.
|
|
|
35 |
3 |
p. 1351-1365
|
artikel
|
| 15 |
Optimal EDPs for Post-Earthquake Damage Assessment of Extended Pile-Shaft–Supported Bridges Subjected to Transverse Spreading
|
Wang, Xiaowei
|
|
|
35 |
3 |
p. 1367-1396
|
artikel
|
| 16 |
Pseudodynamic Test of a Deficient RC Frame Strengthened with Buckling Restrained Braces
|
Ozcelik, Ramazan
|
|
|
35 |
3 |
p. 1163-1187
|
artikel
|
| 17 |
Seismic Safety Assessment of Base-Isolated Buildings Using Lead-Rubber Bearings
|
Yang, T. Y.
|
|
|
35 |
3 |
p. 1087-1108
|
artikel
|
| 18 |
The Beneficial Role of Piles on the Seismic Loading of Structures
|
Iovino, Maria
|
|
|
35 |
3 |
p. 1141-1162
|
artikel
|
| 19 |
The Stratigraphy of Compound Sand Blows at Sites of Recurrent Liquefaction: Implications for Paleoseismicity Studies
|
Maurer, Brett W.
|
|
|
35 |
3 |
p. 1421-1440
|
artikel
|
| 20 |
What is the Smallest Earthquake Magnitude that Needs to be Considered in Assessing Liquefaction Hazard?
|
Green, Russell A.
|
|
|
35 |
3 |
p. 1441-1464
|
artikel
|
| 21 |
Which Earthquakes are Expected to Exceed the Design Spectra?
|
Iervolino, Iunio
|
|
|
35 |
3 |
p. 1465-1483
|
artikel
|
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