Nonlinear numerical assessment of the seismic response of hillside RC buildings-Reference-Cited by-同舟云学术

Nonlinear numerical assessment of the seismic response of hillside RC buildings

Published:2021-04 Issue:2 Volume:20 Page:423-440
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Gómez Miguel A.,Díaz-Segura Edgar Giovanny,Vielma Juan Carlos

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11803-021-2029-4.pdf

Reference42 articles.

1. ACI (2014), Building Code Requirements for Structural Concrete and Commentary ACI 318-08, American Concrete Institute.

2. Ashford S and Sitar N (1997), “Analysis of Topographic Amplification of Inclined Shear Waves in a Steep Coastal Bluff,” Bulletin of the Seismological Society of America. 87(3): 692–700.

3. Ashford S, Sitar N, Lysmer J and Deng N (1997), “Topographic Effects on the Seismic Response of Steep Slopes,” Bulletin of the Seismological Society of America, 87(3): 701–709.

4. Assimaki D and Kausel E (2007), “Modified Topographic Amplification Factors for a Single-Faced Slope due to Kinematic Soil-Structure Interaction,” Journal of Geotechnical and Geoenvironmental Engineering, 133(11): 1414–1431. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:11(1414)

5. BCJ (1997), Structural Provisions for Building Structures, Tokyo: Building Center of Japan.

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