Results 201 to 210 of about 22,897,755 (236)

Seismic Assessment of Asymmetric Single-Story RC Buildings by Modified Pushover Analysis Using the “Capable Near Collapse Centre of Stiffness”: Validation of the Method

Journal of earthquake engineering, 2019
A modification procedure on the standard pushover analysis for single-story asymmetric RC buildings, based on the “Capable Near Collapse Principal Reference System”, has been proposed recently.
A. Bakalis, T. Makarios
semanticscholar   +1 more source

Combination model for conventional pushover analysis considering higher mode vibration effects

The Structural design of tall and special buildings, 2019
This paper aims to propose a combination model for conventional pushover analysis with invariant lateral load patterns to consider the effects of higher mode vibrations on the seismic responses of high‐rise buildings.
Minsheng Guan, Wenting Liu, Hongbiao Du, Jie Cui, Jun Wang   +4 more
semanticscholar   +1 more source

Pushover Analysis of Pile-Supported Bridge Piers

Advanced Materials Research, 2013
According to Japan Railway seismic design code, truss finite element model is established considering the pile components and foundation nonlinear finite element model in this paper, an analysis on the ultimate horizontal bearing capacity of bridge pile foundation of passenger dedicated line is made and the results of m-method calculation are compared.
Chang Feng Wang, Yi Jun Bao
openaire   +1 more source

Cyclic pushover analysis for seismic assessment of steel Mrfs

AIP Conference Proceedings, 2019
Structural members subjected to earthquake load conditions experience stiffness and strength degradation that cannot be taken into account by conventional pushover analyses, which apply monotonic external actions. This paper investigates the possibility of using the cyclic pushover analysis as a tool to assess the seismic response of buildings ...
F. Barbagallo, M. Bosco, A. Ghersi, E. M. Marino, F. Neri, P. P. Rossi   +5 more
openaire   +2 more sources

Parametric Pushover Analysis on Elevated RC Pile-Cap Foundations for Bridges in Cohesionless Soils

Journal of Bridge Engineering, 2019
For bridges under seismic excitations, current design practices recommend to comply with the capacity protection principle for pile foundations. However, in cases, such as elevated (or scoured) RC pile-cap foundation typologies that are partially ...
G. Blanco, A. Ye, Xiaowei Wang, J. M. Goicolea   +3 more
semanticscholar   +1 more source

Higher Mode Effects in Pushover Analysis of Irregular Masonry Buildings

Journal of earthquake engineering, 2019
The paper presents a study on the seismic behavior of irregular unreinforced masonry buildings, aiming at evaluating the effects of higher modes. First, the macroelement model implemented in the TREMURI software and used in this study was validated ...
H. Azizi-Bondarabadi, N. Mendes, P. Lourenço   +2 more
semanticscholar   +1 more source

Pushover versus Incremental Dynamic Analysis

2007
In the present study, an accurate comparison between results by pushover methodology for RC frame structures and Incremental Dynamic Analysis (IDA) has been performed. Fifty artificially generated spectrum-compatible time-histories have been employed to perform incremental dynamic analyses. Different pushover procedures have been analysed: conventional
FERRACUTI, BARBARA, Pinho R., SAVOIA, MARCO, Francia R.   +3 more
openaire   +1 more source

Nonlinear Pushover Analysis of RC Structures

Advanced Technology in Structural Engineering, 2000
MARTINO R, SPACONE, ENRICO, KINGSLEY G.
openaire   +2 more sources

Pushover analysis of retrofitted RC building

AIP Conference Proceedings, 2023
Amruthakala Gugulothu, Atulkumar Manchalwar, Srikanth Koniki, K. Vamsi Krishna   +3 more
openaire   +1 more source

Pushover Analysis of Multistorey Reinforced Concrete Building

2017
The performance of building means how well it satisfies the needs of its users. Acceptable performance levels of damage indicate the functionality of the buildings structural elements as well as non-structural elements. The safety of non-structural elements can be ensured through performance based design with an increase in its cost of construction ...
Dabeer Anwer Danish, Mirza Aamir Baig, Shahzeb Mohd Danish   +2 more
openaire   +1 more source