Static, Dynamic and Stability Analysis of Tall Buildings by the Transfer Matrix Method Using Replacement Timoshenko Beam
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-024-01351-7.pdf
Reference40 articles.
1. Aydin S, Bozdogan KB (2016) Lateral stability analysis of multistory buildings using the differential transform method. Struct Eng Mech 57(5):861–876. https://doi.org/10.12989/sem.2016.57.5.861
2. Boutin C, Hans S, Ibraim E, Roussillon P (2005) In Situ experiments and seismic analysis of existing buildings-Part II: seismic integrity threshold. Earthq Eng Struct Dynam 34:1531–1546. https://doi.org/10.1002/eqe.503
3. Bozdogan KB (2010) Static dynamic and stability analyses of Multi Storey Building using Transfer Matrix Method. In: PhD Dissertation, Department of Civil Engineering, Ege University (In Turkish)
4. Bozdogan KB (2012) Ozturk D (2012) Vibration analysis of asymmetric shear wall-frame structures using the transfer matrix method. J Sci Technol Transact B Eng 36:1–12
5. Bozdogan KB, Ozturk D (2010) An approximate method for lateral stability analysis of wall-frame buildings including shear deformations of walls. Sadhana 35:241–253. https://doi.org/10.1007/s12046-010-0008-y
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