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Effect of Mean Grain Size on the Small-Strain Dynamic Properties of Calcareous Sand
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62
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. However, according to the literature review, most research works have not addressed comparing Chinese and African seismic codes. …”
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63
Incremental Explosive Analysis and Its Application to Performance-Based Assessment of Stiffened and Unstiffened Cylindrical Shells Subjected to Underwater Explosion
Published 2017-01-01“…In fact, this method is inspired by the incremental dynamic analysis (IDA) which is a known parametric analysis method in the field of earthquake engineering. This paper aims to introduce the application of IEA approach in UNDEX in order to estimate different limit states and deterministic assessment of cylindrical shells, considering the uncertainty of loading conditions. …”
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Seismic Fragility Analysis of Self-Anchored Suspension Bridge Considering Damping Effect
Published 2022-01-01“…Based on the strong earthquake database of PEER (Pacific Earthquake Engineering Research), 10 ground motion records are selected, and the seismic fragility curves of piers, bearings, towers, and slings are established by using the incremental dynamic analysis (IDA) method. …”
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66
Effect of SSI on Vibration Control of Structures with Tuned Vibration Absorbers
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67
Mechanism Analysis and Parameter Optimization of Mega-Sub-Isolation System
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68
Seismic Response of Plan-Asymmetric Structures with Diaphragm Flexibility
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69
Predictive response to the behaviour of old structures using ambient vibrations
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70
Test Verification of Two-Stage Adaptive Delay Compensation Method for Real-Time Hybrid Simulation
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71
Experimental study on influence of Na-bentonite on viscosity of cement-bentonite slurry
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Quantitative Identification of Pulse-Like Ground Motions Based on Hilbert–Huang Transform
Published 2021-01-01“…In order to compare the effects of two pulse-like ground motion identification methods, HHT-based method and wavelet-based method, respectively, are used to identify ground motions in Pacific Earthquake Engineering Research Center (PEER). After identifying the 3066 groups of ground motions selected from PEER, it is found that the HHT-based method can identify 229 pulse-like ground motions, and the wavelet-based method can identify 150 pulse-like ground motions. …”
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74
Seismic Improvement and Rehabilitation of Steel Concentric Braced Frames: A Framework-Based Review
Published 2023-05-01“…The ability of structures to withstand seismic loads is the most important feature of earthquake engineering. Because of their high stiffness and lateral strength, concentrically braced frames (CBF) are one of the most prevalent resisting methods in engineering structures. …”
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75
Risk-Based Multiobjective Optimal Seismic Design for RC Piers Using the Response Surface Method and NSGA-II
Published 2021-01-01“…This method is used to determine the size and reinforcement ratios of piers to minimize the seismic risk of bridge systems and the construction cost of piers. The Pacific Earthquake Engineering Research- (PEER-) based probabilistic seismic risk assessment approach and the response surface method (RSM) are adopted to develop the seismic risk response surface model, which represents the relationship between the design parameters of piers and the seismic risk of bridge systems. …”
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76
Shaking Table Study on the Seismic Performance of Geogrid Reinforced Soil Retaining Walls
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77
Explosion-Induced Stress Wave Propagation in Interacting Fault System: Numerical Modeling and Implications for Chaoyang Coal Mine
Published 2019-01-01“…This study has guiding significance for the attenuation law of stress waves passing through joint/fissure zones in geological engineering, earthquake engineering, and underground mining engineering.…”
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78
Understanding the Seismic Resilience of Metallic Cylindrical Tanks Through Parametric Analysis
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79
Assessment of Isparta Basin by Using 1D Nonlinear Site Response Analysis Approach; 1914 Burdur (Ms: 7.0) Earthquake Scenario
Published 2021-07-01“…This fact has determined soil response before strong ground motion is one of the main objectives of earthquake engineering and seismology. In this study, the main objective is to predict the soil response of the Isparta basin, Isparta, located in the center of one of Turkey's most important tectonic elements. …”
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