Results 101 to 110 of about 1,105 (220)
Finite Element Modelling of Rocking and Hybrid Precast Walls under Seismic Loading
ABSTRACT In recent years, self‐centring systems have received considerable research interest in the seismic design of precast concrete structures for their ability to limit damage and satisfy resilience requirements. Rocking and hybrid structural walls, characterised by the formation of a single gap at the wall–foundation interface, mitigate damage by ...
Andrea Belleri +3 more
wiley +1 more source
Design of hysteretic dampers with optimal ductility for the transverse seismic control of cable-stayed bridges [PDF]
Cable-stayed bridges require a careful consideration of the lateral force exerted by the deck on the towers under strong earthquakes. This work explores the seismic response of cable-stayed bridges with yielding metallic dampers composed of triangular ...
Cristantielli, R +11 more
core +1 more source
Discussion of Paper by Chin, Cheng, Lepage, and Lequesne
Earthquake Engineering &Structural Dynamics, Volume 55, Issue 10, Page 2223-2232, August 2026.
Prateek Shah +3 more
wiley +1 more source
Implementation of a simplified method in design of hysteretic dampers for isolated highway bridges
: Using seismic isolation systems for highway bridges modifies the structure’s principal vibration modes, effectively reducing the seismic base shear conveyed from the superstructure to the substructure.
Golzan, Seyyed Behnam +1 more
core +2 more sources
High Temperature Performance of Hysteretic Steel Dampers
A hysteretic damper is a structural component designed to undergo cyclic plastic deformation in order to absorb energy to reduce damage to building structures. The primary objective of this study is to compare the performance of hysteretic dampers at room temperature with their performance under potential high-temperature conditions caused by post ...
Wu, Yanjun, Wang, Rujing, Hou, Guangyu
openaire +1 more source
A design methodology for hysteretic dampers in buildings under extreme earthquakes [PDF]
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2004.Includes bibliographical references (leaves 64-65).This research proposes a design methodology for hysteretic dampers in buildings under high ...
Fleming, Cody Harrison
core
Experimental Studies of Tower Structures with Hysteretic Dampers
identifier:oai:t2r2.star.titech.ac.jp ...
+5 more sources
DISPLACEMENT-BASED DESIGN OF HYSTERETIC DAMPERS FOR SEISMIC RETROFIT OF FRAMES
A simple and affordable displacement-based design procedure for the seismic rehabilitation of frame structures equipped with hysteretic dampers has been recently proposed in the literature.
Quaglini V., Zoccolini L., Bruschi E.
core
Coupling adjacent structures with supplemental control devices appears to be a useful method to mitigate structural response. In this work, a reduced order model for optimal design of two multi-degree-of-freedom (2-mdof) structures connected by ...
BASILI, Michela, DE ANGELIS, Maurizio
core +1 more source
Experimental Evaluation of Hysteretic Behavior of Rhombic Steel Plate Dampers
Rhombic mild-steel plate damper (also named rhombic added damping and Stiffness (RADAS)) is a newly proposed and developed bending energy dissipation damper in recent years, and its mechanical properties, seismic behavior, and engineering application ...
Qiang Han +4 more
doaj +1 more source

