Effect of Spacing and Slenderness Ratio of Piles on the Seismic Behavior of Building Frames
The general assumption of a rigid base at the bottom of building structures during analysis and design underestimates the seismic response. Building structures resting on loose sand and soft clayey soil are vulnerable to earthquake forces. The amplification of ground motion occurs due to the presenc...
Main Authors: | Joseph Antony Visuvasam, Sembulichampalayam Sennimalai Chandrasekaran |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-11-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/12/12/2050 |
Similar Items
-
Seismic Retrofitting of Steel Frames with Buckling Restrained and Ordinary Concentrically Bracing Systems with Various Strain Hardening and Slenderness Ratios
by: Gholamreza Abdollahzadeh, et al.
Published: (2014-08-01) -
Effect of the Slenderness Ratio of Piles on Ultimate Lateral Resistance in Sandy Soil
by: Iman Ali, et al.
Published: (2021-12-01) -
Experimental Study on Seismic Response of Underground Tunnel–Soil–Piled Structure Interaction Using Shaking Table in Loose Sand
by: SeyedSaeid Ekraminia, et al.
Published: (2023-09-01) -
Study on the Dynamic Response Characteristics and p–y Curve of Straight and Inclined Pile Groups in Saturated Sands
by: Yurun Li, et al.
Published: (2022-02-01) -
Seismic Response Study of L-Shaped Frame Structure with Magnetorheological Dampers
by: Jiangtao You, et al.
Published: (2022-06-01)