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31#
發(fā)表于 2025-3-26 21:53:56 | 只看該作者
32#
發(fā)表于 2025-3-27 03:48:48 | 只看該作者
Sampling and Deterministic Modeling Methods,atures of earthquakes such as duration, frequency content, and also hysteretic behavior of the structures are not taken into consideration with these methods. However, in the energy-based method, which is derived from the equation of motion coupled with structure’s instantaneous displacement respons
33#
發(fā)表于 2025-3-27 06:25:47 | 只看該作者
34#
發(fā)表于 2025-3-27 11:53:57 | 只看該作者
Paulo Silveira,Tomaz Ponce Dentinhore of 16 MPa. The dry compressive strength test following according to the ASTM standards was done to evaluate the block’s compressive performance. The results were promising and proved that local soils can be used in the production of CEBs in Kuwait as a more sustainable construction alternative.
35#
發(fā)表于 2025-3-27 16:53:34 | 只看該作者
36#
發(fā)表于 2025-3-27 21:22:28 | 只看該作者
37#
發(fā)表于 2025-3-27 23:27:20 | 只看該作者
38#
發(fā)表于 2025-3-28 02:58:22 | 只看該作者
https://doi.org/10.1007/978-3-319-14738-3s natural period of the SDOF system was determined experimentally with respect to varying damping ratios. The results were then compared with the existing Gullu’s energy spectrum where closely matching experimental data was observed.
39#
發(fā)表于 2025-3-28 09:47:11 | 只看該作者
40#
發(fā)表于 2025-3-28 13:48:50 | 只看該作者
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