Works matching IS 87552930 AND DT 2016 AND VI 32 AND IP 2
Results: 28
Seismic Performance of Nonductile Reinforced Concrete Frames with Masonry Infill Walls—I: Development of a Strut Model Enhanced by Finite Element Models.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 795, doi. 10.1193/90914eqs139m
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- Article
Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 927, doi. 10.1193/122813eqs298mr2
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Validation of ASCE 41-13 Modeling Parameters and Acceptance Criteria for Rocking Shallow Foundations.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1121, doi. 10.1193/121914eqs216m
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Rationale for Shallow Foundation Rocking Provisions in ASCE 41-13.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1097, doi. 10.1193/121914eqs215m
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- Article
Improved Approach for Modeling Nonlinear Site Response of Highly Strained Soils: Case Study of the Service Hall Array in Japan.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1055, doi. 10.1193/121714eqs212m
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- Article
An Empirical Model to Predict Topographic Effects in Strong Ground Motion Using California Small- to Medium-Magnitude Earthquake Database.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1033, doi. 10.1193/113014eqs202m
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Exploring Risk-Targeted Hazard Maps for Europe.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1165, doi. 10.1193/112514eqs198m
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- Article
Safe Enough? A Building Code to Protect Our Cities and Our Lives.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 677, doi. 10.1193/112213eqs286m
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- Article
Cost-Benefit Analysis of Buildings Retrofitted Using GIB Systems.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 861, doi. 10.1193/110914eqs185m
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- Article
Ground Motion Model for the Vertical-to-Horizontal (V/H) Ratios of PGA, PGV, and Response Spectra.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 951, doi. 10.1193/100614eqs151m
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Landmark Data Set from the Building Nonstructural Components and Systems (BNCS) Project.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1239, doi. 10.1193/100614eqs150
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- Article
Seismic Performance of Nonductile Reinforced Concrete Frames with Masonry Infill Walls—II: Collapse Assessment.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 819, doi. 10.1193/091514eqs141m
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- Article
Research Engagement after Disasters: Research Coordination before, during, and after the 2011–2012 Canterbury Earthquake Sequence, New Zealand.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 713, doi. 10.1193/082714eqs134m
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- Article
5 May 2014 M<sub>W</sub> 6.1 Mae Lao (Northern Thailand) Earthquake: Interpretations of Recorded Ground Motion and Structural Damage.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1209, doi. 10.1193/081814eqs129m
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- Article
Vertical Ground Motion Model for PGA, PGV, and Linear Response Spectra Using the NGA-West2 Database.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 979, doi. 10.1193/072814eqs121m
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- Article
NGA-West2 Equations for Predicting Vertical-Component PGA, PGV, and 5%-Damped PSA from Shallow Crustal Earthquakes.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1005, doi. 10.1193/072114eqs116m
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- Article
Comparison Study of One-Dimensional Site Response Analysis Methods.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1075, doi. 10.1193/071514eqs110m
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- Article
Experimental Fragility Analysis of Suspension Ceiling Systems.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 881, doi. 10.1193/071514eqs109m
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- Article
A Flatfile for the KiK-net Database Processed Using an Automated Protocol.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1281, doi. 10.1193/071214eqs106
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- Article
Optimum Seismic Zoning Using An Artificial Neural Network.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1187, doi. 10.1193/070114eqs092m
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- Article
Seismic Performance of WUF-W Moment Connections According to Access Hole Geometries.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 909, doi. 10.1193/060614eqs082m
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- Article
Displacement-Based Probabilistic Seismic Demand Analyses of Earth Slopes in the Near-Fault Region.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1141, doi. 10.1193/042514eqs061m
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Seismic Hazard and Loss Analysis for Spatially Distributed Infrastructure in Christchurch, New Zealand.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 697, doi. 10.1193/041415eqs054m
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- Article
A Toolkit for Performing FEMA P-695 Evaluations.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 653, doi. 10.1193/040214eqs044
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- Article
Impact of Damping Scaling Factors on Direct Displacement-Based Design.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 843, doi. 10.1193/021815eqs031m
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- Article
A Database for the Experimental Study of Earthquake-Induced Liquefaction and Lateral Spreading in Sands.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 1261, doi. 10.1193/013115eqs018m
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- Article
Full-Scale Structural and Nonstructural Building System Performance during Earthquakes: Part II – NCS Damage States.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 771, doi. 10.1193/012414eqs017m
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Full-Scale Structural and Nonstructural Building System Performance during Earthquakes: Part I – Specimen Description, Test Protocol, and Structural Response.
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- Earthquake Spectra, 2016, v. 32, n. 2, p. 737, doi. 10.1193/012414eqs016m
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- Article