Works matching IS 16713664 AND DT 2014 AND VI 13 AND IP 3
Results: 15
Development of steel dampers for bridges to allow large displacement through a vertical free mechanism.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 375, doi. 10.1007/s11803-014-0249-6
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- Article
Influence of structural parameters on dynamic characteristics and wind-induced buffeting responses of a super-long-span cable-stayed bridge.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 389, doi. 10.1007/s11803-014-0250-0
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- Article
An alternative approach for computing seismic response with accidental eccentricity.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 401, doi. 10.1007/s11803-014-0251-z
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- Article
Extended consecutive modal pushover procedure for estimating seismic responses of one-way asymmetric plan tall buildings considering soil-structure interaction.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 487, doi. 10.1007/s11803-014-0257-6
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- Article
A macro-level global seismic damage model considering higher modes.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 425, doi. 10.1007/s11803-014-0253-x
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- Article
Strength and stiffness reduction factors for infilled frames with openings.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 437, doi. 10.1007/s11803-014-0254-9
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- Article
Response reduction factor of irregular RC buildings in Kathmandu valley.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 455, doi. 10.1007/s11803-014-0255-8
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- Article
Shaking table comparative test and associated study of a stepped wall-frame structure.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 471, doi. 10.1007/s11803-014-0256-7
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- Article
Identification of model structure parameters via combination of AFMM and ARX from seismic response data.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 411, doi. 10.1007/s11803-014-0252-y
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- Article
A novel semi-active TMD with folding variable stiffness spring.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 509, doi. 10.1007/s11803-014-0258-5
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- Article
Rapid building damage assessment system using mobile phone technology.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 519, doi. 10.1007/s11803-014-0259-4
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- Article
A novel simple procedure to consider seismic soil structure interaction effects in 2D models.
- Published in:
- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 535, doi. 10.1007/s11803-014-0260-y
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- Article
Analysis and design of open trench barriers in screening steady-state surface vibrations.
- Published in:
- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 545, doi. 10.1007/s11803-014-0261-x
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- Publication type:
- Article
Simplified dynamic analysis to evaluate liquefaction-induced lateral deformation of earth slopes: a computational fluid dynamics approach.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 555, doi. 10.1007/s11803-014-0262-9
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- Article
Performance-based seismic assessment of skewed bridges with and without considering soil-foundation interaction effects for various site classes.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 357, doi. 10.1007/s11803-014-0248-7
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- Article