Results 41 to 50 of about 1,392 (164)
Based on the Next Generation Attenuation (NGA) project ground motion library, the finite element model of the high-speed railway vehicle-bridge system is established.
Chen Ling-kun +5 more
doaj +1 more source
Owing to quite different features and hysteretic behavior of friction pendulum bearings (FPBs) and sloped rolling-type bearings (SRBs), their control performances might not be readily compared without some rules.
Shiang-Jung Wang +4 more
doaj +1 more source
Reinforced concrete (RC) frame structures with open first stories and masonry infill walls at the upper stories are very common in seismic areas. Under strong earthquakes, most of the energy dissipation demand imposed by the earthquake concentrates in ...
Santiago Mota-Páez +2 more
doaj +1 more source
The analysis of the ductility and cumulative plastic deformation (CPD) demand of a high-performance buckling-restrained brace (HPBRB) under a strong earthquake and its aftershocks is conducted in this paper.
Luqi Xie, Jing Wu, Qing Huang, Chao Tong
doaj +1 more source
Probabilistic sensitivity analysis of two suspension bridges in Istanbul, Turkey to near- and far-fault ground motion [PDF]
Abstract. The aim of this paper is to compare the near-fault and far-fault ground motion effects on the probabilistic sensitivity dynamic responses of two suspension bridges in Istanbul. Two different types of suspension bridges are selected to investigate the near-fault (NF) and far-fault (FF) ground motion effects on the bridge sensitivity responses.
openaire +3 more sources
This study investigates the seismic performance of existing reinforced concrete (RC) buildings, focusing on the influence of near-fault ground motions caused by proximity to fault lines.
Mehdi Öztürk, Mehmet Ali Karan
doaj +1 more source
Seismic Behaviour of a Single Span Historical Masonry Bridge
A major portion of the cultural heritage consists of old structures that are susceptible to earthquakes. These structures are prone to significant damage from natural disasters, particularly earthquakes.
Alper ÖZMEN, Erkut SAYIN
doaj
Evaluation of the accuracy of traditional Pushover methods in regular RC structures [PDF]
In the traditional pushover method, which has been the noticed by seismic design code, only the effect of the first vibration mode of the structure is considered, reducing the accuracy of the results, especially in mid-rise and high-rise structures.
Nima Shahbazi, Reza Aghayari
doaj +1 more source
In this study, the dynamic response of bridges to earthquakes near and far from the fault has been investigated. With respect to available data and showing the effects of key factors and variables, we have examined the bridge's performance. Modeling a two-span concrete bridge in CSI Bridge software and ability of this bridge under strong ground motion ...
Mohammad Hajali +2 more
openaire +2 more sources
Prestressed concrete composite girder bridges with corrugated steel webs (PCCGBCSWs) are extensively employed in bridge construction because of their low dead weight, fast construction, and high prestressing efficiency.
Mingcheng Han +4 more
doaj +1 more source

