Showing 21 - 40 results of 48 for search 'The Earthquake Bird~', query time: 2.08s Refine Results
  1. 21
  2. 22
  3. 23
  4. 24
  5. 25
  6. 26
  7. 27
  8. 28
  9. 29

    Experimental Analysis of Seismic Performance of Masonry Shear Wall Reinforced with PP-Band Mesh and Plastering Mortar under In-Plane Cyclic Loading by Qiang Zhou, Lingyu Yang, Wenyang Zhao

    Published 2020-01-01
    “…Masonry structures are widely used in developing countries due to their low cost and simple construction, especially in remote areas, where there are a large number of houses without seismic measures. These buildings are prone to collapse and cause a lot of casualties, even under the action of small earthquakes. …”
    Get full text
    Article
  10. 30
  11. 31

    Collapse of an RC Building Under Construction with a Flat Slab System: Reasons, Calculations, and FE Simulations by Esin Ertürk Atmaca, Ahmet Can Altunişik, Murat Günaydin, Barbaros Atmaca

    Published 2024-12-01
    “…Theoretical punching shear strength was calculated based on the Türkiye Building Earthquake Code—2018. A finite element model of the collapsed part of the building was created, and collapse mechanism simulations were performed. …”
    Get full text
    Article
  12. 32

    Seismic Response Compression of Various MSE Walls Based on 3D Modeling by Muhammad Akbar, Huali Pan, Guoqiang Ou, Georgios Nikitas, Bilal Ahmed

    Published 2023-11-01
    “…This study evaluates the earthquake-induced movement of mechanically stabilized earth (MSE) walls. …”
    Get full text
    Article
  13. 33

    Applying Improved Performance-Based Instructions to Investigate Seismic Performance of a Code-Conforming Steel Trussed-Tube Building by Pei-Pei Zhao, Zhen-Yu Wang, Masoud Babaei, Kamran Asemi

    Published 2024-12-01
    “…The obtained performance-based results are then compared with the design based on the customary guidelines, and the shortcomings of common design regulations in the design of trussed-tube buildings are highlighted. By observing the state of the plastic hinges, as well as force-controlled joints at two distinct earthquake hazard levels, it is found that the structure under study, which was loaded, analyzed, and designed exactly in compliance with the requirements of the regulations and standards, does not satisfy the performance criteria. …”
    Get full text
    Article
  14. 34
  15. 35

    Preventive Conservation of Vernacular Adobe Architecture at Seismic Risk: The Case Study of a World Heritage Historical City by Neda Haji Sadeghi, Hamed Azizi-Bondarabadi, Mariana Correia

    Published 2025-01-01
    “…Considering that there are several regions around the world with very active seismicity, conservation interventions should guarantee human safety and the improvement of the inhabitant’s living conditions while keeping alive the earthen fabric and adobe buildings, thus preserving the lives of the residents but also preserving cultural heritage in the face of earthquakes. …”
    Get full text
    Article
  16. 36

    Modeling and Seismic Performance Analysis of Grid Shear Walls by Weijing Zhang, Caiwang Li, Xiao Chu

    Published 2025-01-01
    “…In this paper, based on an earthquake engineering simulation open system (OpenSees), a new modeling approach for grid shear walls is proposed, and nonlinear analysis of two grid walls with different grid sizes under cyclic load is carried out. …”
    Get full text
    Article
  17. 37

    Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm Optimization by Emad A. Abood, Mustafa Kamal Al-Kamal, Sabih Hashim Muhodir, Nadia Moneem Al-Abdaly, Luís Filipe Almeida Bernardo, Dario De Domenico, Hamza Imran

    Published 2025-01-01
    “…The data of RC coupling beams collected from the previous works were utilized to build the proposed model. Several performance metrics, including RMSE, R2, and MAE, were employed to compare the performance of the optimized model against a baseline SVR model and previous approaches. …”
    Get full text
    Article
  18. 38
  19. 39

    Seismic Performance and Flexural Capacity Analysis of Embedded Steel Plate Composite Shear Wall Structure with Fiber-Reinforced Concrete in the Plastic Hinge Zone by Junlong Li, Guoqiang He, Jianbo Tian

    Published 2025-01-01
    “…Due to its high axial bearing capacity and good ductility, the embedded steel plate composite shear wall structure has become one of the most widely used lateral force-resisting structural members in building construction. However, bending failure is prone to occur during strong earthquakes, and the single energy dissipation mechanism of the plastic hinge zone at the bottom leads to the concentration of local wall damage. …”
    Get full text
    Article
  20. 40

    Seismic Vulnerability Assessment of the Cliff-Attached Buildings Equipped with Energy Dissipation Devices Under Obliquely Incident Seismic Waves by Zhuoxin Yang, Dewen Liu, Jiayu Zhou, Li Zhang, Wenyuan Liao

    Published 2024-10-01
    “…Cliff-attached structures are structures attached to slopes and connected tightly, which is particularly complex to analyze due to the foundations’ unequal grounding and the lateral stiffness’ irregularity. In rare earthquakes, seismic waves are usually obliquely incident on the foundation at a certain angle. …”
    Get full text
    Article