Mimari Tasarımda Sismik Dayanıklılık Üzerine Bibliyometrik Bir Analiz

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Charleson, A. (2008). Seismic design for architects: Outwitting the quake. Routledge. https://doi.org/10.4324/9780080888255

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Fraternali, F., & Santos, F. (2019). Mechanical modeling of superelastic tensegrity braces for earthquake-proof structures. arXiv preprint. https://arxiv.org/abs/1910.07080

Ganjavi, B.; Gholamrezatabar, A.; Hajirasouliha, I. (2019). Effects of soil-structure interaction and lateral design load pattern on performance-based plastic design of steel moment resisting frames. Structural Design of Tall and Special Buildings, 28(10), e1624. https://doi.org/10.1002/tal.1624

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Huang, Y.-N., Whittaker, A. S., & Luco, N. (2010). Seismic performance assessment of base-isolated safety-related nuclear structures. Earthquake Engineering & Structural Dynamics, 39(13), 1421–1442. https://doi.org/10.1002/eqe.1038

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Lee, D., & Constantinou, M. C. (2016). Quintuple friction pendulum isolator—Behavior, modeling, and validation. Earthquake Spectra, 32(3), 1607–1626. https://doi.org/10.1193/040615EQS053M

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Mauro, S.G. (2019). Public Sector Performance-Based Budgeting in Italy. Springer. https://doi.org/10.1007/978-3-030-02077-4_6

Morandi, P.; Hak, S.; Magenes, G. (2018). Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills. Engineering Structures, 156, 503–521. https://doi.org/10.1016/j.engstruct.2017.11.058

Mortezaei, A., Ronagh, H.R. (2011). Plastic Hinge Length of RC Columns Subjected to Both Far-Fault and Near-Fault Ground Motions Having Forward Directivity. Structural Design of Tall and Special Buildings, 22(12), 903-926. https://doi.org/10.1002/tal.729

Muho, E.V., Qian, J. & Beskos, D.E. A direct displacement-based seismic design method using a MDOF equivalent system: application to R/C framed structures. Bull Earthquake Eng 18, 4157–4188 (2020). https://doi.org/10.1007/s10518-020-00857-5

Nakamura, Y., & Okada, K. (2019). Review on seismic isolation and response control methods of buildings in Japan. Earth, Planets and Space, 71(1), 1–19. https://doi.org/10.1186/s40677-019-0123-y

Noushini, A.; Castel, A. (2018). Performance-based criteria to assess the suitability of geopolymer concrete in marine environments using modified ASTM C1202 and ASTM C1556 methods. Materials and Structures, 51, 146. https://doi.org/10.1617/s11527-018-1267-z

Pellegrino, C.; Sena-Cruz, J. (2015). Design Procedures for the Use of Composites in Strengthening of Reinforced Concrete Structures: State-of-the-Art Report of the RILEM Technical Committee 234-DUC; RILEM: Paris, France; Volume 2. Available online: https://www.rilem.net/groupe/234-duc-design-procedures-for-the-use-of-composites-in-strengthening-of-reinforced-concrete-structures-251 (accessed on 20 January 2025).

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Whittaker, A. S., Sollogoub, P., & Kim, M.-K. (2018). Seismic isolation of nuclear power plants: Past, present and future. Nuclear Engineering and Design, 338, 290–299. https://doi.org/10.1016/j.nucengdes.2018.07.025

Zhong, K.; Lin, T.; Deierlein, G.G.; Graves, R.W.; Silva, F.; Luco, N. (2021). Tall building performance-based seismic design using SCEC broadband platform site-specific ground motion simulations. Earthquake Engineering & Structural Dynamics, 50(1), 81–98. https://doi.org/10.1002/eqe.3364