Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic Site Response and Liquefaction Potential for Proposed Underground Parking Site in Saharanpur (U.P.)
Ground response analysis has a significant role in planning and designing of reinforced cement concrete structures in high seismic zone as sever conditions at the surface may occur due to the amplification of seismic design coefficient as compared to the value of bedrock level. The present study focuses on ground response analysis of underground parking site proposed in Saharanpur (U.P.). One-dimensional equivalent linear ground response analysis has been conducted using DEEPSOIL (one of the techniques for ground response analysis) by using Sikkim 2011 and Uttarkashi 1999 earthquake motion. Shear modulus (G) was evaluated from SPT-N values based on available correlations. The Peak Ground Acceleration (PGA) was calculated, and it has been observed that the PGA values at the ground surface are found to be more than the values mentioned in the relevant code. It has also been found that site is susceptible to liquefaction. Hence, special care must be taken in designing the multistoreyed building in the region of Saharanpur (U.P.)
Seismic Site Response and Liquefaction Potential for Proposed Underground Parking Site in Saharanpur (U.P.)
Ground response analysis has a significant role in planning and designing of reinforced cement concrete structures in high seismic zone as sever conditions at the surface may occur due to the amplification of seismic design coefficient as compared to the value of bedrock level. The present study focuses on ground response analysis of underground parking site proposed in Saharanpur (U.P.). One-dimensional equivalent linear ground response analysis has been conducted using DEEPSOIL (one of the techniques for ground response analysis) by using Sikkim 2011 and Uttarkashi 1999 earthquake motion. Shear modulus (G) was evaluated from SPT-N values based on available correlations. The Peak Ground Acceleration (PGA) was calculated, and it has been observed that the PGA values at the ground surface are found to be more than the values mentioned in the relevant code. It has also been found that site is susceptible to liquefaction. Hence, special care must be taken in designing the multistoreyed building in the region of Saharanpur (U.P.)
Seismic Site Response and Liquefaction Potential for Proposed Underground Parking Site in Saharanpur (U.P.)
Lecture Notes in Civil Engineering
Agnihotri, Arvind Kumar (Herausgeber:in) / Reddy, Krishna R. (Herausgeber:in) / Chore, H. S. (Herausgeber:in) / Bhutani, Manish (Autor:in) / Naval, Sanjeev (Autor:in)
Indian Geotechnical and Geoenvironmental Engineering Conference ; 2021
24.11.2022
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Seismic behavior of underground structures and site response
| British Library Conference Proceedings | 2001
| British Library Conference Proceedings | 2022