MODELLING OF MASONRY UNDER HORIZONTAL LOADS

被引：0
|
作者：
Schmidt, U. [1 ]
Brameshuber, W. [2 ]
机构：
[1] Mat Prufungs & Versuchsanstalt Neuwied GmbH, Neuwied, Germany
[2] Rhein Westfal TH Aachen, Inst Bldg Mat Res Ibac, Aachen, Germany
来源：
INTERNATIONAL RILEM CONFERENCE ON MATERIAL SCIENCE (MATSCI), VOL II: HETMAT MODELLING OF HETEROGENEOUS MATERIALS | 2010年 / 76卷
关键词：
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
To characterise the flexural load bearing behaviour of masonry, a numerical model was developed and calibrated on wall tests. Extensive parameter studies were performed varying the previously determined material laws of the masonry units and the geometric properties (overlap, masonry thickness). On the basis of the numerical results, a calculation equation could be derived. The failure mechanisms could be comprehended by means of the stress distributions in the wall section.
引用
收藏
页码：125 / +
页数：2
相关论文
共 50 条
  • [1] Strength of cracked masonry buttresses under horizontal loads
    Coccia, S.
    Di Carlo, F.
    Forino, G.
    [J]. BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, 2016, : 155 - 163
  • [2] Structural Capacity of Masonry Walls under Horizontal Loads
    Fortunato, Antonio
    Fraternali, Fernando
    Angelillo, Maurizio
    [J]. INGEGNERIA SISMICA, 2014, 31 (01): : 41 - 49
  • [3] Development of Carrying Capacity of Masonry under cyclic horizontal Loads
    Schneemayer, A.
    Schranz, Ch.
    Tschegg, E. K.
    Kolbitsch, A.
    [J]. BAUINGENIEUR, 2014, 89 : S4 - S8
  • [4] BEHAVIOURS OF SOME TYPES MASONRY WALLS BONDING UNDER HORIZONTAL LOADS
    Donduren, M. Sami
    Cogurcu, M. Tolga
    Kamanli, Mehmet
    Altin, Mustafa
    Ilgun, Abdulkerim
    [J]. SGEM 2009: 9TH INTERNATIONAL MULTIDISCIPLINARY SCIENTIFIC GEOCONFERENCE, VOL II, CONFERENCE PROCEEDING: MODERN MANAGEMENT OF MINE PRODUCING, GEOLOGY AND ENVIRONMENTAL PROTECTION, 2009, : 55 - +
  • [5] Limit analysis of masonry circular buttressed arches under horizontal loads
    Giuseppe Brandonisio
    Elena Mele
    Antonello De Luca
    [J]. Meccanica, 2017, 52 : 2547 - 2565
  • [6] Limit analysis of masonry circular buttressed arches under horizontal loads
    Brandonisio, Giuseppe
    Mele, Elena
    De Luca, Antonello
    [J]. MECCANICA, 2017, 52 (11-12) : 2547 - 2565
  • [7] Detailed micro-modelling of masonry under blast and earthquake loads
    Linse, T.
    Gebbeken, N.
    [J]. COST ACTION C26: URBAN HABITAT CONSTRUCTIONS UNDER CATASTROPHIC EVENTS, 2010, : 471 - 475
  • [8] Collapse capacity of masonry domes under horizontal loads: A static limit analysis approach
    Nodargi, Nicola A.
    Bisegna, Paolo
    [J]. INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2021, 212
  • [9] 3D homogenized limit analysis of masonry buildings under horizontal loads
    Milani, Gabriele
    Lourenco, Paulo
    Tralli, Antonio
    [J]. ENGINEERING STRUCTURES, 2007, 29 (11) : 3134 - 3148
  • [10] Limit analysis of masonry domes subjected to horizontal loads
    Anselmi, C.
    De Rosa, E.
    Galizia, E.
    Maniello, D.
    [J]. PROTECTION OF HISTORICAL BUILDINGS - PROHITECH 09, VOL 1 AND 2, 2009, : 1097 - 1101
12345