Seismic Performance of Confined Versus Unreinforced Masonry Buildings on Hilly Slopes Using Linear Static and Dynamic Analysis Approaches

Author:

Maheshwari RohitORCID,Singh Binay Kumar,Marques Rui

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference41 articles.

1. Constantinescu, S.: Study of confined masonry buildings in seismic areas. Energy Procedia, 112(October 2016), 545-554, (2017). https://doi.org/10.1016/j.egypro.2017.03.1114

2. Chourasia, A.; Singhal, S.; Parashar, J.: Experimental investigation of seismic strengthening technique for confined masonry buildings. J. Build. Eng. 25, 100834 (2019). https://doi.org/10.1016/j.jobe.2019.100834

3. Meli; et al.: Seismic Design Guide For Low-Rise Confined Masonry Buildings. EERI & IAEE with Funding Support from Rish Management Solutions, A Project of World Housing Encyclopedia (2011)

4. Marques, R.: Encyclopedia of earthquake engineering. Encyclopedia of earthquake engineering (2014). https://doi.org/10.1007/978-3-642-36197-5

5. Jäger, W.; Schöps, P.: Confined masonry - a chance to improve the load bearing capacity. 5th International Conference on Autoclaved Aerated Concrete, (2011).

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