Vertical Connectors in Ancient Monuments: Documentation and Experimental Study of the Behaviour of Iron and Titanium Connectors

被引:2
作者
Tavouktsi, Eleni [1 ]
Palieraki, Vasiliki [1 ]
Eleftheriou, Vasiliki [2 ]
Vintzileou, Elizabeth [1 ]
Vrouva, Antigone [2 ]
Christodoulopoulou, Rosalia [2 ]
Pasiou, Ermioni D. [2 ]
机构
[1] Natl Tech Univ Athens, Sch Civil Engn, Dept Struct Engn, 5 Iroon Polytech Str, Athens 15773, Greece
[2] Hellenic Minist Culture, Acropolis Restorat Serv, Athens, Greece
关键词
Ancient monuments; cyclic shear tests; pathology; vertical connectors; MULTI-DRUM; EARTHQUAKE RESPONSE; CLASSICAL COLUMNS; SEISMIC RESPONSE; DYNAMIC-BEHAVIOR;
D O I
10.1080/15583058.2024.2395951
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ancient monuments are constructed following the dry construction system. Large dimensional structural members, with perfectly plane interfaces, are placed without mortar. Two types of iron connectors, vertical and horizontal, used to connect individual stone blocks, are activated in case of relative displacements, e.g. earthquakes. The paper focuses on, iron or titanium, vertical connectors, crossing the interfaces between successive stone courses, and investigates their seismic behaviour. In situ and bibliographical documentation of vertical connections in ancient Greek monuments, including their topology, dimensions, and typical pathology attributed to them, served as a basis for the design of an experimental program. First, specimens simulating the original connections are tested under monotonic and cyclic actions. The behaviour of those connections, effectuated using iron vertical connectors, having confirmed the pathology observed in situ, i.e. fracture of the substrate, an alternative connection was tested aiming at avoiding or significantly delaying the failure of the substrate (marble). An unbonded length was provided to the connector, close to the interface, to postpone the contact between the connector and the marble. The test results confirmed the anticipated change of behaviour, associated though with smaller shear resistance and larger displacements at its attainment than for the original connections.
引用
收藏
页码:609 / 632
页数:24
相关论文
共 48 条
[1]   Assessment of the long-term seismicity of Athens from two classical columns [J].
Ambraseys, Nicholas ;
Psycharis, Ioannis N. .
BULLETIN OF EARTHQUAKE ENGINEERING, 2012, 10 (06) :1635-1666
[2]  
Arisoy B, 2011, SCI RES ESSAYS, V6, P283
[3]  
Bouras C., 1999, LESSON ARCHITECTURE
[4]  
Bouras C., 1983, STUDY RESTORATION PA
[5]   Effects of several bolt parameters on the bearing capacity of a composite multi-drum stone column under an earthquake [J].
Buzov, A. ;
Radnic, J. ;
Grgic, N. .
COMPOSITES PART B-ENGINEERING, 2019, 162 :250-258
[6]  
Christodoulopoulou R., 2002, 5 INT M REST ACR MON
[7]  
Dasiou M. E., 2009, PROTECTION HIST BUIL
[8]   Seismic performance of the temple of Aphaia in Aegina island, Greece [J].
Dasiou, Maria-Eleni ;
Lachanas, Christos G. ;
Melissianos, Vasileios E. ;
Vamvatsikos, Dimitrios .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2024, 53 (02) :573-592
[9]   STRUCTURAL EXPERIMENTATION - THE LINTEL ARCH, CORBEL AND TIE IN WESTERN ROMAN ARCHITECTURE [J].
DELAINE, J .
WORLD ARCHAEOLOGY, 1990, 21 (03) :407-424
[10]   Shaking table testing of multidrum columns and portals [J].
Drosos, Vasileios ;
Anastasopoulos, Ioannis .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2014, 43 (11) :1703-1723