基于《公路隧道抗震设计规范》规范谱的地震动合成研究.
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- Urbanism & Architecture / Chengshi Jianzhu, 2025, v. 22, n. 495, p. 188, doi. 10.19892/j.cnki.csjz.2025.10.45
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Works matching DE "EARTHQUAKE resistant design"
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皖北地区农村住宅抗震设计.
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- Urbanism & Architecture / Chengshi Jianzhu, 2025, v. 22, n. 493, p. 139, doi. 10.19892/j.cnki.csjz.2025.08.34
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Analysis of influencing factors on the seismic performance of RC beam-column exterior joints based on orthogonal experimental design.
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- Advances in Structural Engineering, 2025, v. 28, n. 10, p. 1813, doi. 10.1177/13694332251319096
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Understanding 60 years of soft storey in Türkiye: an interdisciplinary perspective.
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- Natural Hazards, 2025, v. 121, n. 10, p. 11297, doi. 10.1007/s11069-025-07258-4
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Rock-site amplification on topography at Introdacqua, Central Italy: a rock-fracturing effect?
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- Acta Geophysica, 2025, v. 73, n. 4, p. 3147, doi. 10.1007/s11600-024-01515-z
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Effect of Strength Parameters on Seismic Performance of Elevated Tanks by Probabilistic Analysis.
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- Journal of Hydraulic Structures, 2021, v. 7, n. 1, p. 77, doi. 10.22055/jhs.2021.37428.1171
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Influence of P-wave oblique incidence on seismic response of helical piles in soft soil sites.
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- Scientific Reports, 2025, v. 15, n. 1, p. 1, doi. 10.1038/s41598-025-92808-w
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Impact of Structural Stiffness on Vibration Periods of Concrete Buildings: A Systematic Review.
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- Materials (1996-1944), 2025, v. 18, n. 11, p. 2612, doi. 10.3390/ma18112612
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Analysis of Seismic Performance for Segmentally Assembled Double-Column Bridge Structures Based on Equivalent Stiffness.
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- Buildings (2075-5309), 2025, v. 15, n. 11, p. 1919, doi. 10.3390/buildings15111919
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Research on the Spatial Torsional Effect of Column-Supported Structural Silo Groups Based on Shaking Table Tests.
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- Buildings (2075-5309), 2025, v. 15, n. 11, p. 1851, doi. 10.3390/buildings15111851
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Research on a Damage Assessment Method for Concrete Components Based on Material Damage.
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- Buildings (2075-5309), 2025, v. 15, n. 11, p. 1844, doi. 10.3390/buildings15111844
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The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic Intensities.
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- Buildings (2075-5309), 2025, v. 15, n. 11, p. 1795, doi. 10.3390/buildings15111795
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Structural Reliability Assessment of Dual RC Buildings for Different Shear Wall Configuration.
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- Buildings (2075-5309), 2025, v. 15, n. 11, p. 1783, doi. 10.3390/buildings15111783
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Study on Dynamic Evolution of the Landslide–Anchorage Structure System Under Earthquake with the Combined Finite–Discrete Element Method.
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- Applied Sciences (2076-3417), 2025, v. 15, n. 11, p. 6248, doi. 10.3390/app15116248
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Analysis of the Dynamic Active Earth Pressure from c - φ Backfill Considering the Amplification Effect of Seismic Acceleration.
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- Applied Sciences (2076-3417), 2025, v. 15, n. 11, p. 5966, doi. 10.3390/app15115966
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Analysis of the directional characteristics of near-fault ground motions and disaster manifestations: a case study of highway system damage during the Luding earthquake.
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- Natural Hazards, 2025, v. 121, n. 9, p. 10449, doi. 10.1007/s11069-025-07216-0
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Contributions on the Seismic Calculation of Grain Steel Silos by Considering the Seismic Action as an Effect.
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- Ovidius University Annals, Series Civil Engineering, 2022, v. 24, n. 1, p. 192, doi. 10.2478/ouacsce-2022-0021
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基于LRB和FPS隔震策略的小型堆安全壳地震响应分析.
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- Atomic Energy Science & Technology, 2025, v. 59, n. 4, p. 900, doi. 10.7538/yzk.2024.youxian.0563
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Influence of near-fault ground motions' characteristics on the control performance of tuned viscous mass damper systems.
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- PLoS ONE, 2025, v. 20, n. 6, p. 1, doi. 10.1371/journal.pone.0322535
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A hybrid PSO-FFNN approach for optimized seismic design and accurate structural response prediction in steel moment-resisting frames.
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- PLoS ONE, 2025, v. 20, n. 6, p. 1, doi. 10.1371/journal.pone.0322396
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Evaluating the Seismic Fragility and Code Compliance of Turkish Reinforced Concrete Buildings After the 6 February 2023 Kahramanmaraş Earthquake.
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- Applied Sciences (2076-3417), 2025, v. 15, n. 10, p. 5554, doi. 10.3390/app15105554
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Study on Shaking Table Test and Vulnerability Analysis of 220 kV Indoor Substation in High-Intensity Areas.
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- Infrastructures, 2025, v. 10, n. 5, p. 119, doi. 10.3390/infrastructures10050119
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A Comparison of Return Periods of Design Ground Motions for Dams from Different Agencies and Organizations.
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- Infrastructures, 2025, v. 10, n. 5, p. 105, doi. 10.3390/infrastructures10050105
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Seismic Performance of Beam–Column Joints in Seawater Sand Concrete Reinforced with Steel-FRP Composite Bars.
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- Materials (1996-1944), 2025, v. 18, n. 10, p. 2282, doi. 10.3390/ma18102282
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Displacement‐Based Seismic Performance Analysis of FRC Frame Structures.
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- Modelling & Simulation in Engineering, 2025, v. 2025, p. 1, doi. 10.1155/mse/2435274
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A Review on the Effects of Planning Decisions on Earthquake Design in Urbanism and Architecture.
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- Online Journal of Art & Design, 2025, v. 13, n. 2, p. 242, doi. 10.30935/ojad/2513037
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Influencia de la altura en la consideración de la interacción dinámica suelo-estructura en edificaciones con tipología mixta ubicadas en zonas de alto peligro sísmico.
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- Ingeniería y Desarrollo, 2022, v. 40, n. 1, p. 6, doi. 10.14482/inde.40.01.621.852
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Equatorial Pacific gravity lineaments: interpretations with basement topography along seismic reflection lines.
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- Marine Geophysical Research, 2018, v. 39, n. 4, p. 551, doi. 10.1007/s11001-018-9351-x
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A New Approach for Calculating the Fundamental Period of Three-Layer Soil Deposits.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 2, p. 1, doi. 10.1007/s10706-024-03015-9
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Decoding Complexities: Seismic, Geological, and Dynamic Modeling of Fault and Reef Influence on Bubble Point Variations.
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- Geotechnical & Geological Engineering, 2024, v. 42, n. 8, p. 6979, doi. 10.1007/s10706-024-02909-y
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Soil Liquefaction Assessment by CPT and V<sub>S</sub> Data and Incomplete-Fuzzy C-Means Clustering.
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- Geotechnical & Geological Engineering, 2024, v. 42, n. 3, p. 2205, doi. 10.1007/s10706-023-02669-1
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Prediction of the Single Pile Seismic Deflection by Using FEM and ANN.
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- Geotechnical & Geological Engineering, 2024, v. 42, n. 3, p. 2025, doi. 10.1007/s10706-023-02659-3
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3D Stability and Failure Mechanism of Undrained Clay Slopes Subjected to Seismic Load.
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- Geotechnical & Geological Engineering, 2023, v. 41, n. 7, p. 3941, doi. 10.1007/s10706-023-02497-3
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Ultrasonic Characterization of Compacted Salty Kaolin–Sand Mixtures Under Nearly Zero Vertical Stress Using Experimental Study and Machine Learning.
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- Geotechnical & Geological Engineering, 2023, v. 41, n. 5, p. 2987, doi. 10.1007/s10706-023-02441-5
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On the Probabilistic Seismic Hazard Assessment in Kazakhstan.
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- Geotechnical & Geological Engineering, 2023, v. 41, n. 2, p. 1429, doi. 10.1007/s10706-022-02345-w
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Effect of a Shock-Absorbing Material on Seismic Responses of the Longitudinal Buried Tunnel Using Theoretical Analysis and Finite Element Modeling.
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- Geotechnical & Geological Engineering, 2023, v. 41, n. 2, p. 1203, doi. 10.1007/s10706-022-02330-3
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Analysis of Ground Response of Bandung Region Subsoils due to Predicted Earthquake Triggered by Lembang Fault, West Java Province, Indonesia.
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- Geotechnical & Geological Engineering, 2023, v. 41, n. 2, p. 1155, doi. 10.1007/s10706-022-02328-x
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Bank of Ground Motion Parameters for the Territory of Kazakhstan.
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- Geotechnical & Geological Engineering, 2022, v. 40, n. 7, p. 3819, doi. 10.1007/s10706-022-02139-0
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A Potential Mitigation Measure for the Seismic Distress of the Circuit Wall at the Acropolis of Athens.
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- Geotechnical & Geological Engineering, 2022, v. 40, n. 6, p. 3325, doi. 10.1007/s10706-022-02108-7
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Numerical Evaluation of Local Site Effects on Amplification of the 2017 Mw 7.3 Sarpol-e-Zahab, Iran, Earthquake Waves Using Near and Far-Field Records.
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- Geotechnical & Geological Engineering, 2022, v. 40, n. 6, p. 3007, doi. 10.1007/s10706-022-02076-y
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Evaluation of Topographical Irregularities Effect on Site Seismic Response Using Soft Computing Method.
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- Geotechnical & Geological Engineering, 2022, v. 40, n. 5, p. 2737, doi. 10.1007/s10706-022-02058-0
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Seismic Sensitivity Analysis of Rigidity and Thickness of Tunnel Lining by Using Ground_Structure Interaction Method Case Study: Roudbar Lorestan Dam.
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- Geotechnical & Geological Engineering, 2021, v. 39, n. 2, p. 1557, doi. 10.1007/s10706-020-01576-z
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Seismic Bearing Capacity of Shallow Strip Footings on Sand Deposits with Weak Inter-layer.
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- Geotechnical & Geological Engineering, 2020, v. 38, n. 6, p. 6741, doi. 10.1007/s10706-020-01466-4
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Seismic Reliability Investigation of Bearing Capacity of Foundations Based on Limit Analysis and Limit Equilibrium Methods.
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- Geotechnical & Geological Engineering, 2020, v. 38, n. 6, p. 6329, doi. 10.1007/s10706-020-01438-8
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Design Response Spectra and Site Coefficients for Various Seismic Site Classes of Guwahati, India, Based on Extensive Ground Response Analyses.
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- Geotechnical & Geological Engineering, 2020, v. 38, n. 6, p. 6255, doi. 10.1007/s10706-020-01434-y
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Full-Scale Building Structural Health Monitoring by Shake Table Tests and Extreme Learning Machine.
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- Geotechnical & Geological Engineering, 2020, v. 38, n. 2, p. 1939, doi. 10.1007/s10706-019-01140-4
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Comparative Analysis of Dynamic Responses of Different Rock Tunnel Slopes.
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- Geotechnical & Geological Engineering, 2020, v. 38, n. 2, p. 1409, doi. 10.1007/s10706-019-01099-2
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Comparison Between Two Approaches for Non-linear FEM Modelling of the Seismic Behaviour of a Coupled Soil–Structure System.
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- Geotechnical & Geological Engineering, 2019, v. 37, n. 3, p. 1957, doi. 10.1007/s10706-018-0737-y
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Analysis of the Seismic Effect of Slopes with Different Shapes Under Dynamic Loads.
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- Geotechnical & Geological Engineering, 2019, v. 37, n. 3, p. 1779, doi. 10.1007/s10706-018-0722-5
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The Stability Analysis of Lining Structure of Water Diversion Tunnel of Hydropower in Strong Earthquake Area.
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- Geotechnical & Geological Engineering, 2019, v. 37, n. 1, p. 155, doi. 10.1007/s10706-018-0599-3
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