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Silvia Costanzo
The seismic design of steel systems recently experienced profound changes and progress; in Europe, the research on this topic is very prolific in terms of importance and number of results achieved, even pushed by the recent process of the updating of Eur...
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Piero Colajanni, Lidia La Mendola, Alessia Monaco and Salvatore Pagnotta
Seismic-resilient buildings are increasingly designed following low-damage and free-from-damage design strategies that aim to protect the structure?s primary load-bearing systems under ultimate-level seismic loads. With this scope, damping devices are lo...
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Arthur S. Rebouças, Zabih Mehdipour, Jorge M. Branco and Paulo B. Lourenço
In the last two decades, high-rise timber buildings have been built using the glulam truss system, even with limited openings. Moment-resisting timber frames (MRTF) with semi-rigid beam-to-column connections can be an architecture-friendly way to provide...
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Md Motiur Rahman, Tahmina Tasnim Nahar and Dookie Kim
This paper investigates the performance of tuned mass damper (TMD) and dynamic behavior of TMD-controlled concrete structure considering the ground motion (GM) characteristics based on frequency content. The effectiveness of TMD in reducing the structura...
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Walid Ahmad Safi, Yo Hibino, Koichi Kusunoki, Yasushi Sanada and Tomohisa Mukai
Following the observation of severe damage to structurally isolated non-structural reinforced concrete walls after major earthquakes, researchers began to reassess the effectiveness and connection detail of non-structural walls to moment-resisting frames...
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Seong-Ha JEON, Ji-Hun PARK and Tae-Woong HA
An efficient design procedure for building structures with damping systems is proposed using nonlinear response history analysis permitted in the revised Korean building code, KBC 2016. The goal of the proposed procedure is to design structures with damp...
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Hyung-Joon Kim and Constantin Christopoulos
Pág. 1768 - 1779
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Christopher M. Foley, Shahram Pezeshk, and Arzhang Alimoradi
Pág. 757 - 766
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Arzhang Alimoradi, Shahram Pezeshk, and Christopher M. Foley
Pág. 767 - 776
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