Results 21 to 30 of about 4,194,806 (302)

Spectrum-to-spectrum methods for the generation of elastic floor acceleration spectra [PDF]

open access: yes, 2017
In seismic codes, the acceleration demand of nonstructural components is commonly expressed in terms of floor response spectra and estimated by means of simple predictive equations.
FRANCHIN, Paolo   +2 more
core   +1 more source

Assessment of FEMA356 nonlinear static procedure and modal pushover analysis for seismic evaluation of buildings [PDF]

open access: yes, 2012
Nonlinear static analysis as an essential part of performance based design is now widely used especially at design offices because of its simplicity and ability to predict seismic demands on inelastic response of buildings.
Khoshnoud, Hamid Reza   +1 more
core   +1 more source

COMPARISON OF METHODS USED FOR SEISMIC ANALYSIS OF STRUCTURES

open access: yesActa Polytechnica CTU Proceedings, 2017
This paper investigates effects of the seismic load to a structure. The article describes main methods of the definition and practical application of the seismic load based on the Standard Eurocode 8.
Petr Čada, Jiří Máca
doaj   +1 more source

Site-Specific Response Analysis (SSRA) and pairs of ground- motions time-history generation of a site in Jakarta [PDF]

open access: yesE3S Web of Conferences, 2020
The purpose of earthquake resistance design of building is to produce a structures that can withstand a certain level of a ground shaking without excessive damage.
I Wayan Sengara, Det Komerdevi
doaj   +1 more source

Investigating the Performance of Isolation Systems in Improving the Seismic Behavior of Urban Bridges. A Case Study on the Hesarak Bridge

open access: yesArchives of Civil Engineering, 2019
This paper investigates the influence of isolation systems on the seismic behavior of urban reinforce concrete bridge. The performance of the Hesarak Bridge constructed in Karaj city, Iran with two isolation systems; i.e.
Edalati Ali Akbar, Tahghighi Hossein
doaj   +1 more source

Modal-Based Ground Motion Selection Method for the Nonlinear Response Time History Analysis of Reinforced Concrete Shear Wall Structures

open access: yesApplied Sciences, 2021
This paper presents a modification of the modal-based ground motion selection (MGMS) method for improving the reliability of the nonlinear response time history analysis (NLRHA) of reinforced concrete (RC) shear wall structures.
Yang Liu
doaj   +1 more source

Response modification factor of eccentrically braced frames with reduced beam section [PDF]

open access: yesJournal of Structural and Construction Engineering, 2018
Eccentrically braced frames are one of the most proper lateral resisting systems in seismic areas. The link beam in an eccentrically braced frame acts like a structural fuse, which is able to sustain large plastic shear or flexural deformations ...
Reaza Asgari Sahroon, Nader Hoveidae
doaj   +1 more source

Performance-Based Design of RC Structures Subjected to Seismic Load Using a Hybrid Retrofitting Method with Friction Damper and Steel Bracing [PDF]

open access: yesComputational Engineering and Physical Modeling, 2022
In this paper, five storey RC (Reinforced Concrete) building is retrofitted using friction damper and steel bracing methods to achieve a target seismic performance level in terms of inter-storey drift and plastic hinge rotations.
Vinay Gupta   +2 more
doaj   +1 more source

Dimensional analysis of yielding and pounding structures for records without distinct pulses [PDF]

open access: yes, 2009
The seismic response of two fundamental mechanical configurations of earthquake engineering, the elastic–plastic system and the pounding oscillator, is revisited with the aid of dimensional analysis.
Dimitrakopoulos, E. G.   +2 more
core   +2 more sources

Time-history response analysis on buffeting vibrations of tall buildings

open access: yesWind Engineers, JAWE, 1989
This paper deals with the resistance of buildings to strong winds in the light of the ultimate strength concept. The structural behavior is limited to the buffeting vibration along the wind direction. The applied method is a direct numerical analysis based on the time history of drag forces which has been measured on scale models in a wind tunnel.First,
Hiroshi AKIYAMA, Masanao NAKAYAMA
openaire   +2 more sources

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