A proposal to control the structural pounding hazard imposed on multistory reinforced concrete (RC) structures is presented. The main goal is to guarantee the seismic performance of a structure with an acceptable (predefined) risk-targeted parameter ...
Maria G. Flenga, Maria J. Favvata
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Highly Dissipative Materials for Damage Protection against Earthquake-Induced Structural Pounding. [PDF]
Stręk AM +4 more
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This paper concerns the study of the expansion joints of Benha Bridge under seismic loads. The seismic behaviour of its bridge expansion joints has been enhanced by shape memory alloy (SMA) dampers as a form of energy-dissipation device.
Mohamed H. El-Feky +6 more
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Study on the influence of traveling wave effect on Γ-type combined structure using equivalent simplified model. [PDF]
Sun L, Bai Y, Lai Z.
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Nonlinear analysis of reinforced concrete buildings with different heights and floor systems. [PDF]
Abd-Elhamed A, Mahmoud S, Alotaibi KS.
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Utilizing a new self-centering hysteresis model to assess the seismic vulnerability of a long-span cable-stayed bridge equipped with SMA wire-based roller bearings. [PDF]
Li S, Farshad HD, Wang JQ, Alam MS.
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Seismic Seat Length with Consideration of Pounding
identifier:oai:t2r2.star.titech.ac.jp ...
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Mexico City during and after the September 19, 2017 earthquake: Assessment of seismic resilience and ongoing recovery process. [PDF]
Tena-Colunga A +3 more
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Seismic pounding of adjacent buildings considering torsional effects
AbstractThis study aims to evaluate pounding effects in fixed-base models by considering torsional irregularity. For this purpose, 8 different adjacent building combinations were created by using 3-dimensional 5- and 9-story building models. In adjacent building models, the most critical situation was determined by evaluating the gap distance ...
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Selection of seismic isolation system parameters for the near-optimal design of structures. [PDF]
Leblouba M.
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