Performance Evaluation of Distributed Extended KDamper Devices for Seismic Protection of Mid-Rise Building Structures

被引：15

作者：

Kapasakalis, K. ^{[1
,4
]}

Mantakas, A. ^{[1
]}

Kalderon, M. ^{[2
]}

Antoniou, M. ^{[3
]}

Sapountzakis, E. J. ^{[1
]}

机构：

[1] Natl Tech Univ Athens, Inst Struct Anal & Antiseism Res, Sch Civil Engn, Athens, Greece

[2] Natl Tech Univ Athens, Sch Mech Engn, Dynam & Acoust Lab, Athens, Greece

[3] Swiss Fed Inst Technol, Inst Geotech Engn, Dept Civil Environm & Geomat Engn, Zurich, Switzerland

[4] Natl Tech Univ Athens, Inst Struct Anal & Antiseism Res, Sch Civil Engn, Zografou Campus, GR-15780 Athens, Greece

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2024年 / 28卷 / 04期

基金：

欧盟地平线“2020”;

关键词：

Negative stiffness; seismic protection; KDamper; multiple tuned mass dampers; vibration control mechanism; TUNED-MASS DAMPERS; OPTIMUM DESIGN; PARAMETERS; ABSORBER; VIBRATIONS; SYSTEM;

D O I：

10.1080/13632469.2023.2226227

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study proposes a novel seismic protection strategy that applies and distributes extended KDamper devices (d-EKD) along the height of an existing mid-rise building structure. The performance of the d-EKD is assessed on a set of real earthquake records and is compared to a system with optimally distributed Tuned Mass Dampers (d-TMD). The proposed framework with the d-EKDs manages to outperform the d-TMDs, regardless the number of installed devices, further reducing the structure's dynamic responses by more than 15%, using 10 times lower total additional masses, rendering it a realistic and compelling alternative for passive seismic protection.

引用

页码：972 / 997

页数：26

共 50 条

[21] Seismic risk assessment based on seismic resilience for mid-rise CFS structures considering multiple uncertainties
Ye, Jihong
Hua, Wen
Structures, 2024, 70
[22] A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures
Palermo, Michele
Laghi, Vittoria
Gasparini, Giada
Silvestri, Stefano
Trombetti, Tomaso
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 164
[23] Direct Displacement Procedure for Performance-Based Seismic Design of Mid-Rise Wood-Framed Structures
Pang, WeiChiang
Rosowsky, David V.
EARTHQUAKE SPECTRA, 2009, 25 (03) : 583 - 605
[24] Amplification of Seismic Loads on Cold-Formed Steel Mid-Rise Podium Structures
Lahey, Daniel
Xu, Lei
PROCEEDINGS OF THE CANADIAN SOCIETY OF CIVIL ENGINEERING ANNUAL CONFERENCE 2022, VOL 2, CSCE 2022, 2023, 348 : 819 - 832
[25] Seismic behavior of soft storey mid-rise steel frames with randomly distributed masonry infill
Quayyum, Shahriar
Alam, M. Shahria
Rteil, Ahmad
STEEL AND COMPOSITE STRUCTURES, 2013, 14 (06): : 523 - 545
[26] Effects of ground motion duration on the seismic damage to and collapse capacity of a mid-rise woodframe building
Pan, Yuxin
Ventura, Carlos E.
Finn, W. D. Liam
Xiong, Haibei
ENGINEERING STRUCTURES, 2019, 197
[27] Seismic performance factors for low- to mid-rise steel diagrid structural systems
Asadi, Esmaeel
Adeli, Hojjat
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2018, 27 (15):
[28] Influence of geotextile arrangement on seismic performance of mid-rise buildings subjected to MCE shaking
Xu, Ruoshi
Fatahi, Behzad
GEOTEXTILES AND GEOMEMBRANES, 2018, 46 (04) : 511 - 528
[29] Assessing seismic performance of mid-rise reinforced concrete buildings using fragility curves
Ahmed Naiel
Nagy Hanna
Ibrahim Lotfy
Innovative Infrastructure Solutions, 2025, 10 (1)
[30] Idealisation of soil-structure system to determine inelastic seismic response of mid-rise building frames
Tabatabaiefar, Harnid Reza
Fatahi, Behzad
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2014, 66 : 339 - 351

← 1 2 3 4 5 →