Seismic stability of the 20-storey reinforced concrete frame building by various normative documents
This article provides a comparative analysis of three different regulatory documents on earthquake-resistant construction. For the calculation example and comparative analysis, the calculation of a 20-storey reinforced concrete frame building for seismic resistance according to Russian, European and...
Main Author: | Avetisyan Levon |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2018-01-01
|
Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201825102049 |
Similar Items
-
Seismic performance of four-storey masonry infilled reinforced concrete frame building
by: Ratna Hapsari Isyana, et al.
Published: (2018-01-01) -
Analysis of main causes of defects of multi-storey reinforced concrete frame buildings
by: Yamov Vladimir, et al.
Published: (2019-01-01) -
SEISMIC DESIGN OF TWO STOREY REINFORCED CONCRETE BUILDING IN MALAYSIA WITH LOW CLASS DUCTILITY
by: MOHD IRWAN ADIYANTO, et al.
Published: (2014-02-01) -
Validation of Modal Analysis of Two-Storey Reinforced Concrete Frame
by: Abdul Rani, M.N, et al.
Published: (2021) -
Simplified Method of Determining Torsional Stability of the Multi-Storey Reinforced Concrete Buildings
by: Prashidha Khatiwada, et al.
Published: (2021-04-01)