Results 31 to 40 of about 1,392 (164)

Effect of a Near Fault on the Seismic Response of a Base-Isolated Structure with a Soft Storey

open access: yesSlovak Journal of Civil Engineering, 2017
This study focuses on the soft-storey behavior of RC structures with lead core rubber bearing (LRB) isolation systems under near and far-fault motions.
Athamnia B., Ounis A., Abdeddaim M.
doaj   +1 more source

Effect of Near-Fault Pulsed Ground Motions on Seismic Response and Seismic Performance to Tunnel Structures

open access: yesShock and Vibration, 2021
Seismic analysis of tunnels close to or crossing seismogenic faults is a complex problem, which is often neglected at the design stage for the lack of specific codes or guidelines and also because underground structures are considered less vulnerable ...
Xiancheng Mei, Qian Sheng, Zhen Cui
doaj   +1 more source

Ambient vibration testing and seismic behavior of historical arch bridges under near and far fault ground motions

open access: yesBulletin of Earthquake Engineering, 2015
This study investigates the effects of near and far fault ground motion on the seismic behavior of historical arch bridges through a combined numerical and experi- mental evaluation. The approach undertaken begins with finite element modeling of the arch bridge and identification of the most significant vibration modes of the bridge through ambient ...
Sevim, Baris   +3 more
openaire   +3 more sources

Assessment of Spectrum Modification Factor for Design of Steel Moment Frames in Near Fault Regions [PDF]

open access: yesJournal of Structural and Construction Engineering, 2018
Iranian Seismic design code (standard No. 2800) increases the design spectrum ordinates by a modification factor (N factor), to consider the damaging effects of near fault ground motions in design procedure of structures.
Reza Vahdani   +2 more
doaj   +1 more source

Comparative Evaluation of Behavior Factor of SMRF Structures for Near and Far Fault Ground Motions

open access: yesPeriodica Polytechnica Civil Engineering, 2016
In common design codes, earthquake loads are reduced by a coefficient (behavior factor) which depends on nonlinear seismic performance of structure during earthquake event. Nonlinear performance of structures depends on structural properties and ground motion characteristics.
Vafa Soltangharaei   +2 more
openaire   +2 more sources

EFFECTS OF NEAR-FAULT AND FAR-FAULT GROUND MOTIONS ON SEISMIC PERFORMANCE OF 5-STORY R/C BUILDING [PDF]

open access: yesEuropean Journal of Technic, 2017
Yapılan çalışmada, konut tipi bir yapının ülkemizde kullanılmakta olan deprem yönetmeliğine (DBYBHY-2007) göre deprem performansı incelenmiştir. Güncel çalışmalarda sıkça ele alınan yakın fay ve uzak fay etkilerinin deprem performansı incelemesindeki etkisi irdelenmiştir.
AKDOĞAN, Rehber, KARAŞİN, A.Halim
openaire   +2 more sources

Seismic Performance Analysis of the Elevated RC Tanks under Strong Far- and Near-Fault Ground Motions Considering Fluid–Structure Interaction

open access: yesInfrastructures, 2022
The elevated reinforced concrete tanks assessed in the current work were the subject of a nonlinear sloshing analysis resulting from fluid–container interactions. The primary response quantity of interest was the height of free surface sloshing.
Arash Karimi Pour   +1 more
doaj   +1 more source

Characteristics of Horizontal and Vertical Near-Field Ground Motions and Investigation of Their Effects on the Dynamic Response of Bridges [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2016
Recently, concerning failure of structures due to earthquakes, special investigations of near fault ground motions have been noticed. Hence, in this paper, characteristics of near field ground motions have been considered in horizontal and vertical ...
Mohammad Mahdi Memarpour   +4 more
doaj   +1 more source

Optimal Design and Seismic Performance of Base-Isolated Structures with Varying Heights Equipped with Tuned Inerter Dampers Subjected to Far-Fault and Near-Fault Ground Motions

open access: yesApplied Sciences
This paper investigates the optimal design of base-isolated structures equipped with tuned inerter dampers (TIDs) subjected to various ground motions. The Clough–Penzien model is employed to simulate the power spectrum of three types of ground motions ...
Yingjie Kang   +4 more
doaj   +1 more source

Seismic Performance Assessment of 170 kV Line Trap Systems Through Shake Table Testing and Finite Element Analysis

open access: yesApplied Sciences
Line traps are critical components of power line carrier systems, enabling remote control signaling, voice communication, and inter-substation control within electrical transmission and distribution networks.
Fezayil Sunca
doaj   +1 more source

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