1. Li H-n, Wu X-X (2006) Limitations of height-to-width ratio for base-isolated buildings under earthquake. Struct Des Tall Spec Build 15:277–287
2. Kim J, Lee Y-H (2010) Seismic performance evaluation of diagrid system buildings. J Struct Eng © ASCE 143(12):1–7
3. Bhuva LJ, Vachani MV (2018) Seismic performance of irregular building in plan using triple friction pendulum. Int J Adv Eng Res Dev V:5(04):2296–2303
4. https://www.google.com/imgres?imgurl=https%3A%2F%2Ftheconstructor.org%2Fwp-content%2Fuploads%2F2016%2F10%2Fdiagrid-structural-system.jpg&imgrefurl=https%3A%2F%2Ftheconstructor.org%2Fstructural-engg%2Fdiagrid-structural-system%2F13731%2F&docid=PFtCmAMwunbGhM&tbnid=g0BwOqeNUc8EOM%3A&vet=10ahUKEwi2kZfIievkAhXJ-GEKHcdCDi8QMwhxKAAwAA..i&w=552&h=371&bih=587&biw=1350&q=diagrid%20structures&ved=0ahUKEwi2kZfIievkAhXJ-GEKHcdCDi8QMwhxKAAwAA&iact=mrc&uact=8
5. https://www.google.com/imgres?imgurl=https%3A%2F%2Fwww.researchgate.net%2Fprofile%2FMichael_Constantinou%2Fpublication%2F238439732%2Ffigure%2Ffig7%2FAS%3A668623861456907%401536423759632%2FCross-section-of-the-triple-FP-bearing-labeled-with-parameters-that-dictate-behavior-R-i.png&imgrefurl=https%3A%2F%2Fwww.researchgate.net%2Ffigure%2FCross-section-of-the-triple-FP-bearing-labeled-with-parameters-that-dictate-behavior-R-i_fig7_238439732&docid=5YJbcnHMNxT5KM&tbnid=LRRqWlaeOwAr0M%3A&vet=10ahUKEwjt-M7Rj-vkAhV_8HMBHdttC0sQMwhCKAIwAg..i&w=610&h=353&bih=538&biw=1350&q=cross%20section%20of%20triple%20friction%20pendulum%20isolators&ved=0ahUKEwjt-M7Rj-vkAhV_8HMBHdttC0sQMwhCKAIwAg&iact=mrc&uact=8