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461
Inspection and Numerical Analysis of an Ottoman Railway Bridge in Jordan
Published 2016-01-01“…The study includes static analysis under gravity loads and seismic analysis under earthquake loads. Despite the existence of deterioration in the bridge body construction materials due to a combination of human and natural factors, the analysis results proved enough structural capability to sustain the imposed gravity loads, but not a strong earthquake.…”
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462
AN INVESTIGATION ON THE EFFECTIVE PARAMETERS OF LOOSE SANDS LIQUEFACTION POTENTIAL USING IMPROVED HYPERCUBE SAMPLING METHOD
Published 2024-12-01“…Sensitivity analysis based on the coefficient of variation on a wide range of liquefaction and non-liquefaction case histories illustrates that the variability of soil parameters and earthquake loading can affect the probability of liquefaction. …”
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463
Effect of Mean Grain Size on the Small-Strain Dynamic Properties of Calcareous Sand
Published 2022-01-01“…The shear modulus and damping ratio are two important parameters for earthquake ground response analysis and liquefaction evaluation. …”
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464
Safety Identifying of Integral Abutment Bridges under Seismic and Thermal Loads
Published 2014-01-01“…Although all bridge design codes consider temperature and earthquake loads separately in their load combinations for conventional bridges, the thermal load is an “always on” load and, during the occurrence of an earthquake, these two important loads act on bridge simultaneously. …”
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465
A Comparative Study of Seismic Performance Evaluation of Reinforced Concrete Frame Structures Using Chinese and African Seismic Codes
Published 2024-01-01“…The evaluation of various earthquake codes, it is one of the significant challenges in the study area of earthquake engineering. …”
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466
Combined Effect of Vertical and Horizontal Ground Motions on Failure Probability of RC Chimneys
Published 2018-01-01“…Previous earthquake events have shown that chimneys are one of the most fragile structures. …”
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467
Bizarre Waveforms in Strong Motion Records
Published 2015-01-01“…This paper collects a rich set of strong motion records in some typical earthquakes domestic and abroad, checks its seismic events, converts the data format, corrects the zeroline and draws the waveform. …”
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468
Seismic Fragility Analysis of Self-Anchored Suspension Bridge Considering Damping Effect
Published 2022-01-01“…The damper device makes the seismic performance of the structure significantly improved, and the reduction effect of the damper device on high-intensity earthquakes is more obvious than that on low-intensity earthquakes.…”
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469
Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces
Published 2020-01-01“…The damage to a concrete wall caused by a strong earthquake is generally concentrated at the bottom of the concrete wall, which seriously threatens the safety of the steel-concrete hybrid structure and is very difficult to repair after an earthquake. …”
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470
Shaking Table Experiment and Energy Analysis of a New Rebar Isolation Pier
Published 2021-01-01“…It is used to reduce the earthquake action of the building structure. Compared with other isolation devices, the rebar isolation pier has the following advantages: simple structure, convenient construction, low cost, simple maintenance, and easy to fetch material. …”
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471
Center of Rigidity and Center of Shear in Wall-Frame Systems
Published 2020-07-01“…In case of torsion in buildings, additional earthquake forces affect the structure and internal forces and displacements increases. …”
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472
Seismic Performance of Super High-Rise Building Structure with Dual Lines of Defense Based on Response Surface Optimization Algorithm
Published 2022-01-01“…In order to improve the safety performance of supertall buildings under earthquake, a seismic performance analysis method of double lines of supertall buildings based on a response surface optimization algorithm is proposed. …”
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473
Effect of SSI on Vibration Control of Structures with Tuned Vibration Absorbers
Published 2019-01-01“…In order to show the efficiency in the STVA, d-MTVAs-1, ad-MTVAs, and d-MTVAs cases, responses (displacement and acceleration) at top of the RC chimney while subjected to different real earthquake excitations are computed. It is concluded that the STVA, d-MTVAs-1, ad-MTVAs, and d-MTVAs are effective in response mitigation of the RC chimney; however, d-MTVAs are more efficient while considering equal total mass of the TVA(s). …”
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474
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475
Suggestions and Applications for Evaluating Seismic Functionality for Railway Infrastructure Network Based on Fragility Curve
Published 2025-01-01“…This study proposes a novel model to quantitatively evaluate functionality loss in railway network systems during earthquakes and assesses its applicability to a hypothetical railway network system. …”
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476
La gestion des déchets post-catastrophe à Port-au-Prince : entre relégation et proximité
Published 2014-12-01“…This analysis permit to understand the destination of 94% of the 10 million m3 of earthquake-waste, that have not been sent to the official landfills and recycling center. …”
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477
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478
An Experimental Study on Hybrid Noncompression CF Bracing and GF Sheet Wrapping Reinforcement Method to Restore Damaged RC Structures
Published 2015-01-01“…We describe a novel technique for restoration of reinforced concrete (RC) structures that have sustained damage during an earthquake. The reinforcement scheme described here is a hybrid seismic retrofitting technique that combines noncompression X-bracing using CF with externally bonded GF sheets to strengthen RC structures that have sustained damage following an earthquake. …”
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479
Optimisation Design and Damping Effect Analysis of Large Mass Ratio Tuned Mass Dampers
Published 2019-01-01Get full text
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480
Seismic Stability of Subsea Tunnels Subjected to Seepage
Published 2014-01-01“…Strength reduction method and ADINA software are adopted to study the stability of submarine tunnel structures subjected to seepage and earthquake under different seawater depths and overlying rock strata thicknesses. …”
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