Works matching IS 87552930 AND DT 2016 AND VI 32 AND IP 4
Results: 30
Implications of Intensity Measure Selection for Seismic Loss Assessment of 3-D Buildings.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2167, doi. 10.1193/112215EQS177M
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A Method for Extracting Building Empirical Capacity Curves from Earthquake Response Data.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2229, doi. 10.1193/122714EQS219M
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Post-Earthquake Reconnaissance of Unreinforced and Retrofitted Masonry Parapets.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2377, doi. 10.1193/121715EQS184M
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The Inelastic Input Energy Spectra for Main Shock–Aftershock Sequences.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2149, doi. 10.1193/121315EQS182M
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- Article
Seismic Vulnerability of Wine Barrel Stacks.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2495, doi. 10.1193/111915EQS174M
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Comparison of Field Data Processing Methods for the Evaluation of Topographic Effects.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2127, doi. 10.1193/111515EQS170M
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- Article
Chile Strong Ground Motion Flatfile.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2549, doi. 10.1193/102715EQS158DP
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- Article
Encouraging Earthquake-Resistant Construction: A Randomized Controlled Trial in Nepal.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 1975, doi. 10.1193/102015EQS156M
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Amplification Effects of Thin Soft-Surface Layers.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2109, doi. 10.1193/101914EQS164M
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An Investigation of Soil-Structure Interaction Effects Observed at the MIT Green Building.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2425, doi. 10.1193/072215EQS118M
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Seismic Isolation Devices Based on Sliding between Surfaces with Variable Friction Coefficient.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2291, doi. 10.1193/091515EQS139M
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Assessment of the 2011 Virginia Earthquake Damage and Seismic Fragility Analysis of the Washington Monument.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2399, doi. 10.1193/091515EQS138M
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Seismic Levee System Fragility considering Spatial Correlation of Demands and Component Fragilities.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2207, doi. 10.1193/083115EQS132M
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- Article
V <sub> S 30</sub> in the NGA GMPEs: Regional Differences and Suggested Practice.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2083, doi. 10.1193/072615EQS121M
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Tsunami-Induced Overturning of Buildings in Onagawa during the 2011 Tohoku Earthquake.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 1989, doi. 10.1193/101815EQS153M
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Disaggregating UCERF3 for Site-Specific Applications.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2009, doi. 10.1193/071515EQS114M
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Physically Parameterized Prediction Equations for Significant Duration in Active Crustal Regions.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2057, doi. 10.1193/063015EQS106M
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- Article
Building Height Limits for Steel Intermediate Moment Frames.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2271, doi. 10.1193/062515EQS102M
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- Article
Out-Of-Plane Behavior of Confined Masonry Walls Subjected to Concentrated Loads (One-Way Bending).
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2317, doi. 10.1193/061715EQS097M
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Spectral Variability and Its Relationship to Structural Response Estimated from Scaled and Spectrum-Matched Ground Motions.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2191, doi. 10.1193/061515EQS094M
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Earthquake Loss Estimates and Policy Implications for Nonductile Concrete Buildings in Los Angeles.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 1951, doi. 10.1193/060415EQS088M
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Site-Condition Proxies, Ground Motion Variability, and Data-Driven GMPEs: Insights from the NGA-West2 and RESORCE Data Sets.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2027, doi. 10.1193/060215EQS082M
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Design and Construction of Hybrid Concrete-Masonry Structures Informed by Cyclic Tests.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2337, doi. 10.1193/051615EQS070M
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Analytical Model for Segmented Pipe Response to Tensile Ground Strain.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2533, doi. 10.1193/050415EQS064M
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Building Typologies Prevalent in Northern Pakistan and Their Performance during the 2015 Hindu Kush Earthquake.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2473, doi. 10.1193/012116EQS022M
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Responses of a 58-Story RC Dual Core Shear Wall and Outrigger Frame Building Inferred from Two Earthquakes.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2449, doi. 10.1193/011916EQS018M
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The Global Earthquake Model Physical Vulnerability Database.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2567, doi. 10.1193/011816EQS015DP
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- Article
Pull-Out Behavior of Adhesive Connections in Unreinforced Masonry Walls.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2357, doi. 10.1193/011115EQS006M
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Loading Protocols for ASCE 41 Backbone Curves.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2513, doi. 10.1193/010816EQS007EP
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Full-Scale Dynamic Testing of a Sliding Seismically Isolated Unibody House.
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- Earthquake Spectra, 2016, v. 32, n. 4, p. 2245, doi. 10.1193/010616EQS003M
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