A Comparative Dynamic Evaluation of Energy Dissipating Hysteretic and Conventional Brick Infilled Buildings Considering Bi-Axial Interaction

Author:

Pachappoyil Nidhin S.1,Agarwal Pankaj1

Affiliation:

1. Department of Earthquake Engineering, IIT Roorkee, Roorkee, India

Funder

PEHEL Foundation, a wholly owned section 8 company of PNB Housing Finance Ltd.

Publisher

Informa UK Limited

Reference40 articles.

1. Akhoundi, F., G. Vasconcelos, P. B. Lourenço, C. Palha, and A. Martins. 2015. “Out-Of-Plane Behavior of Masonry Infill Walls.” In 7th International Conference on Seismology and Earthquake Engineering, Tehran, Iran. Civilica.

2. NGA-West2 Database

3. ASCE/SEI 7-10 2013. Minimum Design Loads for Buildings and Other Structures.

4. Mathematical micromodeling of infilled frames: State of the art

5. BIS IS 875‐Part 1. 1987a. Indian Standard Code of Practice for Design loads (other than earthquake) for Buildings and Structures (Dead Loads). New Delhi India: BIS.

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