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Post-Earthquake Damage Assessments of Historic Mosques and Effects of Near-Fault and Far-Fault Ground Motions on Seismic Responses

International Journal of Architectural Heritage, 2021
This paper is based on the the post-earthquake evaluation of two heavily damaged historic masonry mosques and the investigation of the effects of near-fault and far-fault ground motions on their seismic behaviors. The Hüsrev Pasha and Kaya Çelebi mosques,
A. Altunışık   +3 more
semanticscholar   +1 more source

Experimental and numerical investigations on transverse seismic responses of soil-cable-stayed-bridge system subjected to transverse near-fault ground motions

, 2021
A soil-cable-stayed-bridge system model with 1/70-scale was built following a 1400 m-main-span cable-stayed bridge. Shaking table tests were carried out to investigate the near-fault pulse effects on the seismic responses and pile-soil interaction of the
Wen Xie, Limin Sun
semanticscholar   +1 more source

Fragility analysis of tall pier bridges subjected to near-fault pulse-like ground motions

Structure and Infrastructure Engineering, 2020
More than 40% of bridges in Southwest China have piers over 40 m height. The seismic behaviour of these bridges is critical, especially exposed to near-fault pulse-like ground motions.
Xu Chen, Jianzhong Li, Z. Guan
semanticscholar   +1 more source

Selection of Near-Fault Pulse Motions

Journal of Geotechnical and Geoenvironmental Engineering, 2014
AbstractEarthquake ground motions in the near-fault region frequently have intense, double-sided pulses in the velocity-time series that can be very damaging to structures. Many of these velocity pulses are attributed to the effects of forward directivity, which occurs when a fault ruptures toward a site.
Connor P. Hayden   +2 more
openaire   +1 more source

Near-Fault Shaking Demands on Short Structures

Advanced Technology in Structural Engineering, 2000
Near fault earthquake shaking may cause structures to experience inelastic displacement demands which are significantly greater than that expected from design level earthquakes. This paper describes the inelastic demands for elastic-perfectly plastic single-degree-offreedom oscillators to actual recorded earthquake motions.
Gregory MacRae   +2 more
openaire   +1 more source

Seismic damage features of high-speed railway simply supported bridge–track system under near-fault earthquake

, 2020
Seismic loads pose a potential threat to the high-speed railway bridges in China, which have been rapidly developing in recent years, especially for those subjected to the near-fault earthquakes.
W. Guo   +6 more
semanticscholar   +1 more source

Spatial distribution of near-fault ground motion

Acta Seismologica Sinica, 2004
Near-fault strong ground motion of strike-slip and dip-slip of vertical and inclined rectangular fault in half-space and layered half-space is analyzed by dislocation source model. The Fourier spectra ratio of ground motion is adopted to study the characteristics of near-fault ground motion.
Liu Qi-fang, Yuan Yi-fan, Jin Xing
openaire   +1 more source

Study on the dynamic response correction factor of a coupled high-speed train–track–bridge system under near-fault earthquakes

Mechanics based design of structures and machines, 2020
The extension of high-speed railway construction to earthquake-prone regions has significantly increased the probability of trains encountering an earthquake while running on a bridge.
Jian Yu   +5 more
semanticscholar   +1 more source

Seismic response analysis of long-span and asymmetrical suspension bridges subjected to near-fault ground motion

, 2020
The objective of this paper is to investigate the seismic responses of long-span and asymmetrical suspension bridges subjected to four intensity level (Small, moderate, huge, and super earthquakes) of near-fault ground motions.
Shixiong Zheng   +5 more
semanticscholar   +1 more source

A vector‐valued intensity measure for near‐fault ground motions

Earthquake engineering & structural dynamics (Print), 2020
Near‐fault ground motions containing high energy and large amplitude velocity pulses may cause severe damage to structures. The most widely used intensity measure (IM) is the elastic spectral acceleration at the fundamental period of the structure (Sa(T1)
E. Zengin, N. Abrahamson
semanticscholar   +1 more source

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