Results 61 to 70 of about 2,183,627 (310)

Proposed Site-Specific Response Spectra for Surabaya-Madura Bridge

open access: yesCivil Engineering Dimension, 2008
This paper presents a site-specific seismic hazard study to determine the recommended seismic design criteria for Suramadu Bridge. The study is performed using probabilistic seismic hazard approach to determine maximum acceleration and response spectra ...
Dyah Kusumastuti   +5 more
doaj  

Seismic response analysis of shield tunnels in liquefiable soils

open access: yesYantu gongcheng xuebao, 2019
The prefabricated lining segments of shield tunnels are their most significant structural feature. The current researches on the seismic response of shield tunnels mainly adopt simplified methods, lack of dynamic response analysis, which can reflect the ...
ZHU Tong 1, 2, WANG Rui 1, 2, ZHANG Jian-min 1,2
doaj   +1 more source

Research progress and current status of dynamic wave propagation characteristics in rock mass: A review

open access: yesDeep Underground Science and Engineering, EarlyView.
This review elucidates the velocity–dispersion–attenuation coupling mechanisms of wave propagation in rock masses, compares six representative models, and reveals how pressure, temperature, mineral composition, and anisotropy jointly control dynamic responses in complex geological media.
Jiajun Shu   +8 more
wiley   +1 more source

Seismic analysis and design of tunnels within fault ground: A review

open access: yesDeep Underground Science and Engineering, EarlyView.
The research methods of seismic response of tunnels within fault ground, including field investigations, analytical solutions, physical experiments, and numerical simulations, and seismic countermeasures are discussed. The present study examines the shortcomings and limitations of the current research and design, and puts forward proposals for future ...
Xingda Wang   +6 more
wiley   +1 more source

Thermal‐induced fracture evolution and acoustic signature of Beishan granite: Insights into tensile strength of barrier system for high‐level radioactive waste disposal

open access: yesDeep Underground Science and Engineering, EarlyView.
The tensile strength of granite, a proposed host for nuclear waste, degrades severely above 400°C. We link this to specific microcracking patterns captured by acoustic emission, establishing a scientific basis for assessing repository safety under thermal load.
Wei Zeng   +7 more
wiley   +1 more source

Seismic performance of buckling‐restrained brace outrigger system in various configurations

open access: yesJapan Architectural Review, 2019
The outrigger system is deemed an effective solution for mitigating the seismic responses of tall core‐tube‐type buildings. By incorporating a buckling‐restrained brace (BRB) in the outrigger system (BRB‐outrigger), the BRB‐outrigger reduces seismic ...
Pao‐Chun Lin, Toru Takeuchi
doaj   +1 more source

Study on seismic response prediction for seismic isolated structure consisting of elasto-plastic element and sliding element based on energy balance

open access: yesNihon Kikai Gakkai ronbunshu, 2019
This paper presents a new type of energy balance equation for a seismic isolation system, which consists of a restoring force element, a damping element and a bearing element, to improve the accuracy of seismic response predictions.
Tsuyoshi FUKASAWA, Satoshi FUJITA
doaj   +1 more source

Response of a 230 kV outdoor termination according to the frequency characteristics of input seismic waves

open access: yesEnergy Reports, 2020
Even in disaster situations like earthquakes, power facilities must maintain their structural stability without losing their own functions. In this study, the seismic performance of a 230 kV outdoor termination, a power facility, was assessed using the ...
Sung-Wan Kim   +3 more
doaj   +1 more source

Fluid‐induced slip on a rate‐and‐state fault during co‐ and post‐injection: The interplay of fluid pressure diffusion and poroelastic stress

open access: yesDeep Underground Science and Engineering, EarlyView.
Fault slip can occur ahead of the injection pressure front due to poroelastic stress. Our model captures the interaction of pressure, stress, and friction, providing new insights into injection‐induced seismicity and post‐injection fault slip. Shut‐in operations can either mitigate or accelerate seismic events depending on fault conditions and ...
Qifeng Xie, Lei Wang, Qi Li
wiley   +1 more source

Large strain nonlinear model of lead rubber bearings for beyond design basis earthquakes

open access: yesNuclear Engineering and Technology, 2019
Studies on the application of the lead rubber bearing (LRB) isolation system to nuclear power plants are being carried out as one of the measures to improve seismic performance.
Seunghyun Eem, Daegi Hahm
doaj   +1 more source

Home - About - Disclaimer - Privacy