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1.
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The paper explores the effects of asymmetry in plan owing to the occurrence of slender wings in massive monumental and historical URM buildings that belong to the postren [...]
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2.
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When a reinforced concrete (RC) column is subjected to lateral sway as a result of earthquake action, the large strain demand in the end sections is supported by developm [...]
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3.
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Load-bearing unreinforced masonry (URM) structures present several special characteristics that set them apart from common engineered construction, such as weak diaphragm [...]
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The plastic hinge length is defined as the length over a seismically swaying column, where flexural moments exceed the yielding capacity. This length, measured from the c [...]
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This paper is a comprehensive state of the art background document on European seismic design provisions which was assembled in support of the development of design guide [...]
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To evaluate the adequacy of the EN1998-2 design procedures for bridge monolithic connections between single pier column and superstructure, an experimental program on bri [...]
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Seismic evaluation of the existing building stock has become a recognized priority after damage and collapse of many reinforced concrete structures during recent earthqua [...]
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8.
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Post earthquake reconnaissance reports illustrate that failure of reinforced concrete (R.C.) members often involve buckling of reinforcement, an observation suggesting th [...]
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