5.
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In the United States, state-of-practice methods for approximating seismic shear in special moment frames (SMRFs) may underestimate the magnitude forces that SMRF columns [...]
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6.
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The building structures are generally irregular and regularity is only an idealization that rarely occurs. Structural irregularity may be classified as in- plan and in-el [...]
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7.
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Prior 2010, out-of-plane instability in slender boundary elements subjected to cyclic loading had been observed in some experimental tests conducted on columns and walls [...]
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8.
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The life safety risk from seismic vulnerabilities of older concrete buildings, particularly frame buildings, is well known. Existing evaluation methods – which are base [...]
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9.
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Earthquake reconnaissance has reported the substantial damage that can result from inadequate beam-column joints in earthquake shaking. In some cases, failure of oldertyp [...]
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10.
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In order to observe the interaction of structural elements at the onset of collapse, four frame specimens are planned to be tested at the National Center for Research on [...]
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11.
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Several west coast cities are seeing an upsurge in the construction of high-rise buildings. Many of these buildings feature framing systems, materials, heights, and dynam [...]
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12.
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Moehle, Jack
Building codes in the United States contain prescriptive requirements for seismic design as well as an option for use of alternative provisions. Increasingly these altern [...]
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13.
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Post earthquake reconnaissance studies show that the primary cause of collapse in older non-seismically detailed reinforced concrete buildings is the loss of vertical-loa [...]
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14.
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In areas of high seismicity around the world, the collapse vulnerability of older RC structures built prior to the advent of more effective seismic design codes is under [...]
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