Seismic vulnerability assessment of multi-storey subway station structure
نویسندگان
چکیده
The safety of underground structure under seismic load is an important basis the normal operation rail transit system. Structural vulnerability assessment based on incremental dynamic analysis method can evaluate probability exceeding a certain limit state specific intensity in terms probability. In this paper, multi-storey subway station evaluated using method, and two-dimensional finite element model both soil established by software ABAQUS. curve obtained through mathematical statistics. Based curve, probabilities four states are design rarely occurred at 7 degree. Results show that may attain slight damage degree, life
منابع مشابه
Reliability-based Seismic Assessment of Asymetric Multi-storey Buildings with Rc Shear Walls
The performance of buildings subjected to earthquake loads has shown that asymmetric structures are caused more extensive damages in comparison with symmetric structures. Hence, the seismic performance of asymmetric structures should be assessed due to future random earthquakes. Reliability-based seismic assessment as one of the tools in performance-based earthquake engineering has been introdu...
متن کاملSeismic Vulnerability assessment of concrete railway bridge using nonlinear analyses
Bridges, as an essential part of transportation system, play a special role in economy, politic and military all around the world. Serviceability of bridges is of high importance especially in emergencies, helping injured people and proportioning transportation after earthquakes. Earthquake regulation codes, normally suggest linear methods to conduct the analysis, and nonlinear analysis is bare...
متن کاملInfluence of Masonry Infills Walls on the Seismic Behaviour of Multi-storey Waffle Slabs Rc Buildings
In this work, we analyze the influence of masonry infill walls on the seismic performance of waffle slabs reinforced concrete (RC) framed structures. We analyze buildings of three, five and eight storeys, which are representative for a big number of housings in Barcelona, Spain. Capacity spectra have been obtained by performing pushover analyses and we have used a simplified procedure to obtain...
متن کاملAssessment of Structure-Specific Fragility Curves for Soft Storey Buildings Implementing IDA and SPO Approaches
Soft storey building is popular due to the functional and aesthetic purpose, despite its weakness in resisting seismic excitation. Nonlinear Static (Pushover) Analysis (POA) is a time saving and simple assessment procedure prosposed in Eurocode 8 (EC8). However, its reliability in designing structure still remains a question. At the first stage, seismic performance of several building models us...
متن کاملSeismic Vulnerability Assessment of Existing Rc Buildings in Gis Environment
With rapid population growth over the past 30 years and no significance seismic activity during this period, the unchecked development of the built environment in Bangladesh has been resulted in little resilience to earthquake. Identifying buildings due to this unchecked development that has high vulnerability is of critical importance both for reliable loss estimation as a result of an expecte...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2021
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202129302030