Development and experimental behavior of HDR seismic isolators for low-rise residential buildings

被引:68
|
作者
Madera Sierra, Ingrid E. [1 ,2 ]
Losanno, Daniele [3 ]
Strano, Salvatore [3 ]
Marulanda, Johannio [2 ]
Thomson, Peter [2 ]
机构
[1] Pontificia Univ Javeriana Cali, Dept Ingn Civil & Ind, Calle 18 118-250, Santiago De Cali, Colombia
[2] Univ Valle, Escuela Ingn Civil & Geomat, Calle 13 100-00, Santiago De Cali, Colombia
[3] Univ Naples Federico II, Federico II, Dept Struct Engn & Architecture, 21 Via Claudio, Naples, Italy
关键词
Seismic isolation; High damping rubber; Fiber reinforced isolators; Shear tests; REINFORCED ELASTOMERIC ISOLATORS; LOW-COST; EXPERIMENTAL TESTS; FIBER; PERFORMANCE; DESIGN; TABLE;
D O I
10.1016/j.engstruct.2019.01.037
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Base isolation systems reduce the action of earthquakes on buildings by disconnecting the structure from the ground through different devices, being the steel reinforced isolators (SREIs) the most common used. However, due to the high initial costs of SREIs, this technique is mainly implemented in special projects and is rarely used for residential buildings in developing countries with high seismic risk. This paper presented a thorough investigation on novel and unbounded rubber isolators which, based on the satisfactory behavior shown during experimental tests, could be a viable alternative to conventional isolators to be mainly implemented in Colombia for the low-rise residential buildings. Rubber and reinforcement materials employed in the manufacturing of the isolator prototypes were obtained locally to minimize the cost of the new devices. Different isolator configurations, including steel versus nylon/carbon fiber reinforcement (FREI) and bolted versus unbounded connections, were investigated to provide technological competitiveness. In the first phase, a high damping rubber was developed and characterized. In the second phase, prototypes of isolators designed for a real building were built and tested using combined compression and shear test. The results highlight an interesting comparison between vertical and horizontal properties of classical SREIs and unbolted FREIs, both satisfying required design values. Specifically, experimental results show that the behavior of the FREIs, in the horizontal direction, is similar to the SREIs, whereas the damping ratio is higher. Satisfactory results were also obtained with nylon reinforcement. Regarding the connection, the unbonded prototypes showed a better behavior respect to classical SREI, achieving higher deformations without failing. Therefore, this type of unbounded FREIs could represent a very promising option with higher potential to be implemented as a low-cost seismic isolation system in residential low-rise buildings of developing countries.
引用
收藏
页码:894 / 906
页数:13
相关论文
共 50 条
  • [21] Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings
    Chalarca, Bryan
    Bedoya-Ruiz, Daniel
    Herrera, Juan P.
    ENGINEERING STRUCTURES, 2023, 289
  • [22] Typhoon-related reliability analysis of low-rise residential buildings
    Chen, Zhao-Hui
    Zheng, Xiao-Yu
    Gongcheng Lixue/Engineering Mechanics, 2009, 26 (SUPPL. 2): : 230 - 234
  • [23] Optimal Specifications of a Trombe Wall in Low-Rise Residential Buildings of Mashhad
    Asdaghi H.
    Fayaz R.
    Applied Solar Energy (English translation of Geliotekhnika), 2023, 59 (04): : 542 - 556
  • [24] Effect of Soil-Structure Interaction on Seismic Behavior of Mid- and Low-Rise Buildings
    Cayci, Bayram Tanik
    Inel, Mehmet
    Ozer, Esra
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 21 (03)
  • [25] FOUNDATIONS FOR LOW-RISE BUILDINGS
    TOMLINSON, MJ
    DRISCOLL, R
    BURLAND, JB
    STRUCTURAL ENGINEER-PART A, 1978, 56 (06): : 161 - 173
  • [26] Foundations for low-rise buildings
    Driscoll, R.M.C.
    Crilly, M.S.
    Butcher, A.P.
    Structural engineer London, 1996, 74 (11): : 179 - 185
  • [27] Prescriptive Approach to the Performance-Based Seismic Design of Low-Rise Wood-Frame Residential Buildings
    Liu, Hongyan
    van de Lindt, John W.
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2011, 25 (04) : 268 - 276
  • [28] Investigating a reinforced lightweight foamed concrete walling system for low-rise residential buildings in moderate seismic regions
    Dunn, Trevor P. A.
    van Zijl, Gideon P. A. G.
    van Rooyen, Algurnon S.
    JOURNAL OF BUILDING ENGINEERING, 2018, 20 : 663 - 670
  • [29] Inelastic seismic demand of low-rise buildings with soil-flexibility
    Roy, Rana
    Dutta, Sekhar Chandra
    INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2010, 45 (04) : 419 - 432
  • [30] Development of Double Frame Method to improve the seismic performance of low-rise reinforced concrete buildings
    Hur, Moo-Won
    Lee, Hyun-Ho
    Park, Tae-Won
    Ryu, Jeong-Sik
    JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING, 2024,