Titlebook: Concrete Structures in Earthquake; Thomas T. C. Hsu Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Concrete Structure

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Aggregation Structure of Trading Networks winds or earthquakes, and (3) that will result in the least construction cost and the most savings to building owners. The state of knowledge is that research has developed nonlinear response history analysis (NRHA) method for predicting the behavior (response) of reinforced concrete structures sub

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https://doi.org/10.1007/978-94-017-3575-9uctural behavior of cylindrical concrete containment structure was investigated using two 1/13-scaled nuclear containment specimens subjected to reversed cyclic loadings. The presentation will first describe the experimental program, including the dimensions, the reinforcement detailing, the test se

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https://doi.org/10.1007/978-88-470-2706-0that shaking duration and number of cycles contribute to the damage. Currently, building codes do not include explicit design provisions for shaking duration. This paper investigates how shaking duration affects the response of tall, shearwall buildings in British Columbia, which is located in the C

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https://doi.org/10.1007/978-88-470-2706-0 state has been observed in RC buildings that responded to recent earthquakes. This research uses a database of reinforcing bars subjected to reversed cyclic axial loading, as well as a database of RC columns and walls tested by several authors under cyclic reversal lateral loading. In this database

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https://doi.org/10.1007/978-88-470-2706-0, are experimentally and numerically studied. First, the experimental results of a series of tests of rc walls with setbacks and central openings at the first floor are presented. Second, a robust quadrilateral element with 3 degrees of freedom (dof), 2 displacement and 1 in-plane rotation per node,

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Trading Tactics in Technical Analysis,) was reported for the first time in real structures. However, this failure mode had been studied since 1980s through experimental observations that constituted the basis of phenomenological models created to prevent and assess buckling instability of RCSW. Based on these models, a less conservative

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