التفاصيل البيبلوغرافية
| العنوان: |
Database of Uniaxial Shaking Table Tests for a Two-Storey Steel-Frame Structure |
| المؤلفون: |
Lenzen, Niklas, Balaskas, Georgios, Kolisch, Florian, Altay, Okyay, Hoffmeister, Benno, Klinkel, Sven |
| بيانات النشر: |
Zenodo |
| سنة النشر: |
2023 |
| المجموعة: |
Zenodo |
| مصطلحات موضوعية: |
Structural steel, Cyclic loading, Experiment, Earthquake, White noise loading, Impulse loading, Free decay, Two-Storey Steel-Frame Structure, Shake table, Uniaxial, Moment resisting steel frame, Sine-sweep loading, Earthquake loading, Earthquake engineering, Structural Engineering, Shaking table |
| الوصف: |
Description: This data set contains data from experiments conducted on a two-storey steel-frame structure, involving sine-sweep, white noise, impulse, and earthquake loading. The experiments were carried out using a uniaxial shaking table of the Institute of Structural Analysis and Dynamics (LBB) - RWTH Aachen University , in cooperation with the Institute of Structural Steel (STB) - RWTH Aachen and the Center for Wind and Earthquake Engineering (CWE) – RWTH Aachen . Test structure: The test structure was a two-storey, single-bay moment resisting frame (MRF) in the direction of excitation. In the perpendicular direction, a concentrically braced system provided lateral stability. The dimensions of the test structure were: 2.40 m length, 2.40 m width, and 3.78 m total height. Each floor had a distinct height: 2.02 m for the first floor and 1.76 m for the second. The moment resisting connections were realized as bolted extended unstiffened endplate joints. The column web panel was strengthened by two supplementary web plates (SWP) and continuity plates (CP). The base plate was meticulously modified to allow for rotation movement in order to approximate a pinned boundary condition. In addition, diaphragm action was ensured using diagonally arranged L-profiles in the plane of each floor.For additional mass, four steel I-profiles, each weighting 1650 kg were attached to the main structure (2 on each floor) and were secured by using steel U-profiles. An industrial pressure vessel with a self-weight of 100 kg, which remained empty for the first phase of the experimental campaign, was additionally mounted on the first floor. The properties of the frame structure are: Columns: HEA200 S355-J2 + 2 SWP + 6 CP Beams: HEA160 S235-JR Bolts: 8x M16, 10.9 HV Joints: Partial strength, semi-rigid End-plate: 272x190x8 mm Welds: Full penetration groove welds Test setup: The shaking table specifications are: Table size: 3.0x3.0 m Max. specimen mass: 10 t Max. overturning moment: 30 m t Max. actuator stroke: +/- 250 mm Max. table ... |
| نوع الوثيقة: |
other/unknown material |
| اللغة: |
English |
| Relation: |
https://doi.org/10.5281/zenodo.10134010; https://doi.org/10.5281/zenodo.10134011; oai:zenodo.org:10134011 |
| DOI: |
10.5281/zenodo.10134011 |
| الاتاحة: |
https://doi.org/10.5281/zenodo.10134011 |
| Rights: |
info:eu-repo/semantics/openAccess ; Creative Commons Attribution Share Alike 4.0 International ; https://creativecommons.org/licenses/by-sa/4.0/legalcode |
| رقم الانضمام: |
edsbas.385EB0A1 |
| قاعدة البيانات: |
BASE |