Rope mesh as a seismic reinforcement for two-storey adobe buildings

被引:17
|
作者
Tarque, Nicola [1 ]
Blondet, Marcial [1 ]
Vargas-Neumann, Julio [1 ]
Yallico-Luque, Ramiro [1 ]
机构
[1] Pontificia Univ Catolica Peru, Civil Engn Div, GERDIS Res Grp, Av Univ 1801, Lima, Peru
关键词
Adobe masonry; Strengthening; Shaking table; Seismic capacity; Experimental dynamic tests; Rope mesh reinforcement; PERFORMANCE; BEHAVIOR; REPAIR; GROUT; WALL;
D O I
10.1007/s10518-022-01346-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Throughout the world, millions of people are at risk because they live in unreinforced earthen dwellings, which have consistently shown extremely poor structural behaviour during earthquakes. Every single earthquake occurring in these areas has caused unacceptable loss of life, injuries, and property damage. Earthquakes are recurrent and construction damage is cumulative. It is urgent, therefore, to devise low-cost, easy-to-implement seismic reinforcement systems and to make them available to the actual dwellers. A group of researchers at the Pontificia Universidad Catolica del Peru has been working towards that goal, especially on improving the seismic capacity of one-storey adobe dwellings. They have proposed construction methodologies for a seismic reinforcement system consisting of a mesh of nylon ropes that confines all earthen walls. This reinforcement system would control the wall displacements and prevent the overturning of wall portions that may occur due to seismic shaking. To validate the effectiveness of the nylon rope mesh reinforcement on two-storey adobe dwellings, shaking table tests were conducted on unreinforced and half-scale reinforced adobe models, simulating the actions of slight, moderate and strong seismic ground shaking. These models were designed to include the main construction features of typical adobe dwellings in the Peruvian Andes. The results of the experimental tests showed that the rope mesh reinforcement system was able to preserve the structural stability of the tested reduced-scale adobe models under strong motions, thus preventing collapse. It is expected that the proposed reinforced system would also improve the seismic performance of one and two-storey adobe dwellings, reducing in this way their inherent high seismic risk.
引用
收藏
页码:3863 / 3888
页数:26
相关论文
共 50 条
  • [1] Rope mesh as a seismic reinforcement for two-storey adobe buildings
    Nicola Tarque
    Marcial Blondet
    Julio Vargas-Neumann
    Ramiro Yallico-Luque
    Bulletin of Earthquake Engineering, 2022, 20 : 3863 - 3888
  • [2] Seismic design rules for ductile Eurocode-compliant two-storey X concentrically braced frames
    Costanzo, Silvia
    D'Aniello, Mario
    Landolfo, Raffaele
    STEEL AND COMPOSITE STRUCTURES, 2020, 36 (03) : 273 - 291
  • [3] Confined vs. unreinforced masonry: Construction and shaking table tests of two-storey buildings
    Gioffre, Massimiliano
    Cavalagli, Nicola
    Gusella, Vittorio
    Pepi, Chiara
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 333
  • [4] Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections
    Qian, Kai
    Lan, Xi
    Li, Zhi
    Li, Yi
    Fu, Feng
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 170 (170)
  • [5] Shaking table tests of a two-storey log house
    Branco, Jorge M.
    Lourenco, Paulo B.
    Aranha, Chrysl A.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2015, 168 (11) : 803 - 812
  • [6] Effects of Ground Motion Duration on the Seismic Performance of a Two-Storey Balloon-Type CLT Building
    Jafari, Maral
    Pan, Yuxin
    Shahnewaz, Md
    Tannert, Thomas
    BUILDINGS, 2022, 12 (07)
  • [7] Seismic Vulnerability Assessment of Portuguese Adobe Buildings
    Momin, Samar
    Lovon, Holger
    Silva, Vitor
    Ferreira, Tiago Miguel
    Vicente, Romeu
    BUILDINGS, 2021, 11 (05)
  • [8] Rapid seismic assessment of two four-storey RC test buildings
    Pardalopoulos, Stylianos I.
    Pantazopoulou, Stavroula J.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2019, 17 (03) : 1379 - 1406
  • [9] Feasibility of two-storey substructures to equivalently investigate behaviour of multi-storey steel frames
    Qian, Kai
    Weng, Yun-Hao
    Zhang, Lu
    Li, Zhi
    Lan, Xi
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2023, 210
  • [10] Rapid seismic assessment of two four-storey R.C. test buildings
    Stylianos I. Pardalopoulos
    Stavroula J. Pantazopoulou
    Bulletin of Earthquake Engineering, 2019, 17 : 1379 - 1406