先驱
发表于 2025-3-23 11:44:17
Structural Health Monitoring: Lessons Learnedoperating a significant number of structural monitoring networks in Istanbul. They are installed in a large number of historical structures (i.e., mosques, minarets, and museums), lifeline structures across the Bosphorus (i.e., suspension bridges and tunnels) and several tall buildings including the
星星
发表于 2025-3-23 14:02:23
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SYN
发表于 2025-3-23 21:15:12
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新义
发表于 2025-3-24 01:23:43
Evaluation of Historical Merzifon Dönertaş Mosque with a Single Dome in Terms of Its Structurebuilt in the center of living areas and constituted important structures in the surroundings in Islamic culture. Therefore, it is very common to observe the mosques in almost every city center. In this study, Merzifon Dönertaş Mosque, which is located in the city, center of Merzifon and which takes
圆锥体
发表于 2025-3-24 03:53:17
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Statins
发表于 2025-3-24 07:19:46
Optimal Estimation Example the Dynamic Parameters from Ambient Vibration for Modal Identificationh, actual system characteristic matrices are determined more accurately with minimum error. It is reflected on to updating system parameters more reliable. In first approximation, actual system characteristic matrices determined by singular value decomposition of block Hankel matrix, which build fro
cringe
发表于 2025-3-24 14:16:11
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玉米棒子
发表于 2025-3-24 17:33:23
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Anonymous
发表于 2025-3-24 21:55:32
Seismic Energy Demands of Inverted V-Braced Framesstructural system associated with performance-based design. Energy-based design can be expressed as the balance of energy input and the energy dissipation capacity of the structure. Researches that have been usually done for single degree of freedom system are needed for multi degree of freedom syst
Deject
发表于 2025-3-25 00:33:12
A New Approach to Improving Seismic Safety Based on the Energy Theory of Reinforced Concrete Resistaculation is developed with an additional stress–strain state stage. It helps to solve the problem of a stochastic crack. The absence of transition from a state of continuity to the state of “section with a crack” does not allow to make uniform the calculation of strength, stiffness, and fracture tou