Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stress Variation of Underground Building Structure during Top-Down Construction
In the construction of a building, it is necessary to minimize construction period and secure enough work space for stacking of materials during the construction especially in city area. In this manner, various top-down construction methods have been developed and widely used in Korea. This paper investigates the stress variation of underground structure of a building constructed by using SPS (Strut as Permanent System) known as a top-down method in Korea through an analytical approach. Various types of earth pressure distribution related to ground condition were considered in the structural analysis of an example structure at each step of the excavation. From the analysis, the most high member force acting on beams was found when the ground type was medium sandy soil and a stress concentration was found in corner area.
Stress Variation of Underground Building Structure during Top-Down Construction
In the construction of a building, it is necessary to minimize construction period and secure enough work space for stacking of materials during the construction especially in city area. In this manner, various top-down construction methods have been developed and widely used in Korea. This paper investigates the stress variation of underground structure of a building constructed by using SPS (Strut as Permanent System) known as a top-down method in Korea through an analytical approach. Various types of earth pressure distribution related to ground condition were considered in the structural analysis of an example structure at each step of the excavation. From the analysis, the most high member force acting on beams was found when the ground type was medium sandy soil and a stress concentration was found in corner area.
Stress Variation of Underground Building Structure during Top-Down Construction
Soo-yeon Seo (Autor:in) / Seol-ki Kim (Autor:in) / Su-jin Jung (Autor:in)
01.01.2017
oai:zenodo.org:1129059
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
PARTIAL TOP-DOWN CONSTRUCTION METHOD FOR BUILDING UNDERGROUND STRUCTURES
Europäisches Patentamt | 2016
|Europäisches Patentamt | 2021
|TOP DOWN CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE
Europäisches Patentamt | 2018
|Top-Down Construction Method For Underground Structure
Europäisches Patentamt | 2017
|Underground structure press-fit device and underground construction down method using it
Europäisches Patentamt | 2024
|