Ferrario et al (2020) report that the Theatre was originally built in the 1st century CE and underwent several modifications in the ensuing centuries,
Stratum | Period | Date | Notes |
---|---|---|---|
I | Late Fatimid | 11th century CE | construction above the collapse caused by an earthquake (in 1033 CE?) |
II | Early Fatimid | 9th - 10th centuries CE | continued use of the street with shops. |
III | Abbasid | 8th - 9th centuries CE | a row of shops, the basilica building was renovated. |
IV | Byzantine–Umayyad | 5th - 7th centuries CE | the eastern wing was added to the basilica building; the paved street; destruction was caused by the earthquake in 749 CE. |
V | Late Roman | 4th century CE | construction of the basilica complex, as well as the city’s institutions, i. e., the bathhouse and the covered market place. |
VI | Roman | 2nd - 3rd centuries CE | establishment of the Hadrianeum in the second century CE (temple dedicated to Hadrian that was never completed) and industrial installations; the paving of the cardo and the city’s infrastructure. |
VII | Early Roman | 1st century CE | founding of Tiberias, construction of the palace with the marble floor on the shore of the Sea of Galilee, opus sectile, fresco. |
VIII | Hellenistic | 1st - 2nd centuries BCE | fragments of typical pottery vessels (fish plates, Megarian bowls). |
not later than the 8th - 11th century CEfor the damaging event at the Theatre based on overlying structures in the Fatimid-Abassid quarter. These structures, built on top of the Theatre and debris flow deposits which covered the Theater, followed a plan similar to the underlying Theatre (see Fig. 5 from Atrash, 2010). The Fatimid-Abassid structures, which were removed in order to access the Theatre, showed no faulting, damage, or deformation in photographs taken prior to removal. Damage, according to Ferrario et al (2020), was
limited to the Roman-age flooring and to the debris flow sediments above it. Ferrario et al (2020) noted this was particularly evident in the photos in Figures 5 b-d.
1 Procopius reports in Book V Chapter IX of On the Buildings of Justinian
(trans. Aubrey Stewart - Project Gutenberg) that
Justinian I built the wall of Tiberias
. In the
version of this text translated by Henry Bronson Dewing (available at Topos Text), a margin note dates this "event" to 550 CE.
Justinian I ruled from 527-565 CE.
Damage Type | Location | Image(s) | Comments |
---|---|---|---|
Tilted wall | Site A
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 7
Deformation observed at the Berniki theatre (Site A). Ferrario et al. (2014) |
|
Displaced, folded, and tilted wall | Site B
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 8
Deformation observed at the Berniki theatre (Site B). Ferrario et al. (2014) |
|
Fractured wall | Site F
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
|
Tilted wall | Site D
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
|
|
Tilted wall | Site E
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
|
Fractured wall | Site H
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
|
Fractured wall | Site I
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
|
Fractured wall | Site J
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
|
Displaced wall | Site K
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 10
Deformation observed at the Berniki theatre (Site K). Ferrario et al. (2014) |
|
Tilted and Fractured wall | Site L
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 11
Deformation observed at the Berniki theatre (Site L). Ferrario et al. (2014) |
|
Fault Gouge | 4e - contact between cretaceous limestones and alluvial sediments NW of the theater
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020) |
Figure 4e
detail of the limestone normal fault gouge Ferrario et al (2020)
Figure 4d
right dihedral best fit solution of fault slip inversion (15 fault planes in the limestone bedrock; Table S3) Ferrario et al (2020) |
|
Displaced and tilted Wall and Gravity Graben | Site G - orchestra limestone pavement and lower block of seats
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 4b
details of the gravity graben displacing seat rows and walls Ferrario et al (2020)
Figure 4c
details of the gravity graben displacing seat rows and walls Ferrario et al (2020) |
|
Downfaulting | fault zone going across the theater
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020) |
Figure 10
Schematic sketches of the shallow subsurface at three key positions
Information on geology is derived from the Israeli geological map (Sneh, 2008), published scientific literature (e.g., Hurwitz et al., 2002), and local reports (e.g., Zaslavsky, 2009). Borehole logs are from GSI archive Ferrario et al (2020)
Figure 7
a) Topographic profiles obtained with a total station showing the vertical displacement across the studied fault at Tiberias Theatre and the Southern Gate. Each profile is plotted on a relative vertical scale with a vertical exaggeration of ca. 4x b-e) photos of the measured points at Theatre (b-d) and Southern Gate (e), colored dots represent shooting points. Ferrario et al (2020) |
|
Fractures folds and popups on regular pavements and faulting | fault zone going across the theater
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020) |
Figure 5
Interpreted photographs taken during excavations at Tiberias Theatre in 2009 (photo courtesy of S. Marco). a) panoramic view on damaged Roman-age structures (fault trace is marked by red dashed line) overlaid by Fatimid-Abassid undamaged structures b) damaged Roman Theatre flooring overlaid by faulted alluvial sediments (fault trace is marked by red dashed line) and undamaged Fatimid-Abassid structures c) damaged Roman Theatre wall, overlaid by faulted alluvial sediments d) detail of the damaged Roman flooring and the faulted alluvial sediments Ferrario et al (2020)
Figure S6
Clean version of the photograph presented in Figure 5a. Ferrario et al (2020)
Figure S7
Clean version of the photograph presented in Figure 5b. Ferrario et al (2020)
Figure S8
Clean version of the photograph presented in Figure 5c. Ferrario et al (2020)
Figure S9
Clean version of the photograph presented in Figure 5d. Ferrario et al (2020) |
|
Faulted Debris flow sediments | On top of the theater - uncovered during excavations down to the Theater
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020) |
Figure 5e
detail on the faulted debris flow sediments. Ferrario et al (2020)
Figure S10. Clean version of the photograph presented in Figure 5e. JW: faulted debris flow sediments were uncovered while excavating down to the theater. The debris flows preceded
the earthquake
Ferrario et al (2020) |
|
Fractures | Theatre |
Figure S14
a) example of a fracture affecting a ca. 40-cm high building stone at Tiberias theatre b) fracture affecting a corner of a building stone, Tiberias theatre c) broken corners, Tiberias theatre. Ferrario et al (2020) |
|
Broken Corners | Theatre | Fig S14
Figure S14
a) example of a fracture affecting a ca. 40-cm high building stone at Tiberias theatre b) fracture affecting a corner of a building stone, Tiberias theatre c) broken corners, Tiberias theatre. Ferrario et al (2020) |
|
Damage Type | Location | Image(s) | Comments | Intensity |
---|---|---|---|---|
Tilted wall | Site A
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 7
Deformation observed at the Berniki theatre (Site A). Ferrario et al. (2014) |
|
VI + |
Displaced, folded, and tilted wall | Site B
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 8
Deformation observed at the Berniki theatre (Site B). Ferrario et al. (2014) |
|
VII + |
Fractured wall | Site F
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
VI + | |
Tilted wall | Site D
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
|
VI + | |
Tilted wall | Site E
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
VI + | |
Fractured wall | Site H
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
VI + | |
Fractured wall | Site I
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
VI + | |
Fractured wall | Site J
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014) |
|
VI + | |
Displaced wall | Site K
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 10
Deformation observed at the Berniki theatre (Site K). Ferrario et al. (2014) |
|
VII + |
Tilted and Fractured wall | Site L
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 11
Deformation observed at the Berniki theatre (Site L). Ferrario et al. (2014) |
|
VI + |
Fault Gouge | 4e - contact between cretaceous limestones and alluvial sediments NW of the theater
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020) |
Figure 4e
detail of the limestone normal fault gouge Ferrario et al (2020)
Figure 4d
right dihedral best fit solution of fault slip inversion (15 fault planes in the limestone bedrock; Table S3) Ferrario et al (2020) |
|
? |
Displaced and tilted Wall and Gravity Graben | Site G - orchestra limestone pavement and lower block of seats
Figure 6
General view of the Berniki theatre (looking NE). The letters show locations of sites. Ferrario et al. (2014)
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020)
Figure 12
Alignment of the observed deformation at the Berniki theatre. Features A,B,C,D,L,G,K are all aligned along a N140° direction, as shown. The dashed red line represents the alignment of the observed damages. Ferrario et al. (2014) |
Figure 4b
details of the gravity graben displacing seat rows and walls Ferrario et al (2020)
Figure 4c
details of the gravity graben displacing seat rows and walls Ferrario et al (2020) |
|
VII + |
Downfaulting | fault zone going across the theater
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020) |
Figure 10
Schematic sketches of the shallow subsurface at three key positions
Information on geology is derived from the Israeli geological map (Sneh, 2008), published scientific literature (e.g., Hurwitz et al., 2002), and local reports (e.g., Zaslavsky, 2009). Borehole logs are from GSI archive Ferrario et al (2020)
Figure 7
a) Topographic profiles obtained with a total station showing the vertical displacement across the studied fault at Tiberias Theatre and the Southern Gate. Each profile is plotted on a relative vertical scale with a vertical exaggeration of ca. 4x b-e) photos of the measured points at Theatre (b-d) and Southern Gate (e), colored dots represent shooting points. Ferrario et al (2020) |
|
VI + |
Fractures folds and popups on regular pavements and faulting | fault zone going across the theater
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020) |
Figure 5
Interpreted photographs taken during excavations at Tiberias Theatre in 2009 (photo courtesy of S. Marco). a) panoramic view on damaged Roman-age structures (fault trace is marked by red dashed line) overlaid by Fatimid-Abassid undamaged structures b) damaged Roman Theatre flooring overlaid by faulted alluvial sediments (fault trace is marked by red dashed line) and undamaged Fatimid-Abassid structures c) damaged Roman Theatre wall, overlaid by faulted alluvial sediments d) detail of the damaged Roman flooring and the faulted alluvial sediments Ferrario et al (2020)
Figure S6
Clean version of the photograph presented in Figure 5a. Ferrario et al (2020)
Figure S7
Clean version of the photograph presented in Figure 5b. Ferrario et al (2020)
Figure S8
Clean version of the photograph presented in Figure 5c. Ferrario et al (2020)
Figure S9
Clean version of the photograph presented in Figure 5d. Ferrario et al (2020) |
|
VI + |
Faulted Debris flow sediments | On top of the theater - uncovered during excavations down to the Theater
Figure 4a
map of ruptures across the Theatre, rose diagrams (bin size 15°) show fractures on archaeological relics from the whole site (red, n° 100) and on the orchestra floor (grey, n° 23); picture view angles (the figure number showing each picture is indicated) and trace of total station profiles are shown as well Ferrario et al (2020)
Figure 2c
Drone picture of Tiberias Theater (foreground), the outcropping limestone and the modern town (background) photo courtesy of Y. Darvasi Ferrario et al (2020) |
Figure 5e
detail on the faulted debris flow sediments. Ferrario et al (2020)
Figure S10. Clean version of the photograph presented in Figure 5e. JW: faulted debris flow sediments were uncovered while excavating down to the theater. The debris flows preceded
the earthquake
Ferrario et al (2020) |
|
? |
Fractures | Theatre |
Figure S14
a) example of a fracture affecting a ca. 40-cm high building stone at Tiberias theatre b) fracture affecting a corner of a building stone, Tiberias theatre c) broken corners, Tiberias theatre. Ferrario et al (2020) |
|
VI + |
Broken Corners | Theatre | Fig S14
Figure S14
a) example of a fracture affecting a ca. 40-cm high building stone at Tiberias theatre b) fracture affecting a corner of a building stone, Tiberias theatre c) broken corners, Tiberias theatre. Ferrario et al (2020) |
|
VI + |
Source - Wells and Coppersmith (1994)
Variable | Input | Units | Notes |
---|---|---|---|
cm. | |||
cm. | |||
m/s | Enter a value of 655 for no site effect Equation comes from Darvasi and Agnon (2019) |
||
Variable | Output - not considering a Site Effect | Units | Notes |
unitless | Moment Magnitude for Avg. Displacement | ||
unitless | Moment Magnitude for Max. Displacement | ||
Variable | Output - Site Effect Removal | Units | Notes |
unitless | Reduce Intensity Estimate by this amount to get a pre-amplification value of Intensity |
The value given for Intensity with site effect removed is how much you should subtract from your Intensity estimate to obtain a pre-amplification value for Intensity. For example if the output is 0.5 and you estimated an Intensity of 8, your pre-amplification Intensity is now 7.5. An Intensity estimate with the site effect removed is helpful in producing an Intensity Map that will do a better job of "triangulating" the epicentral area. If you enter a VS30 greater than 655 m/s you will get a positive number, indicating that the site amplifies seismic energy. If you enter a VS30 less than 655 m/s you will get a negative number, indicating that the site attenuates seismic energy rather than amplifying it. Intensity Reduction (Ireduction) is calculated based on Equation 6 from Darvasi and Agnon (2019).
VS30 is the average seismic shear-wave velocity from the surface to a depth of 30 meters at earthquake frequencies (below ~5 Hz.). Darvasi and Agnon (2019) estimated VS30 for a number of sites in Israel. If you get VS30 from a well log, you will need to correct for intrinsic dispersion. There is a seperate geometric dispersion correction usually applied when processing the waveforms however geometric dispersion corrections are typically applied to a borehole Flexural mode generated from a Dipole source and for Dipole sources propagating in the first 30 meters of soft sediments, modal composition is typically dominated by the Stoneley wave. Shear from Stoneley estimates are approximate at best. This is a subject not well understood and widely ignored by the Geotechnical community and/or Civil Engineers but understood by a few specialists in borehole acoustics. Other considerations will apply if you get VS30 value from a cross well survey or a shallow seismic survey where the primary consideration is converting shear slowness from survey frequency to Earthquake frequency. There are also ways to estimate shear slowness from SPT & CPT tests.
Atrash, Walid (2010), Tiberias, the Roman Theater,
Hadashot Arkheologiyot - Excavations and Surveys in Israel, Volume 122 Year 2010
Atrash, W. (2012). The Roman Theater at Tiberias / התאטרון הרומי בטבריה.
Qadmoniot: A Journal for the Antiquities of Eretz-Israel and Bible Lands / קדמוניות: כתב-עת לעתיקות ארץ-ישראל וארצות המקרא, מה(144), 79–88. (in Hebrew) - at JSTOR
Ferrario, M. F., et al. (2014). Evaluation of earthquake hazard for the city of Tiberias. GSI Report
Ferrario, M. F., et al. (2020). "The mid-8th century CE surface faulting along the
Dead Sea Fault at Tiberias (Sea of Galilee, Israel)." Tectonics 39(9).
Link to download supplemental material from Ferrario, M. F., et al. (2020)
Medvedev, B., 2008. Fault mapping at Berniki area, west Sea of Galilee. The Geophyiscal Inst. of Isreal,
Report 645/319/08, 6 p. (in Hebrew).
Sear, F. (2006). Roman Theatres: An Architectural Study (Oxford Monographs on Classical Archaeology). United Kingdom: OUP Oxford.
Wyllie, D C., Mah, C.W., 2004. Rock slope engineering, civil and mining, Spon Press, London, New York, 4th
Ed., 431 pp - open access
Wyllie, D. C. (2017). Rock Slope Engineering: Civil Applications, Fifth Edition. United Kingdom: CRC Press LLC.
Wyllie, D. C. (2017). Rock Slope Engineering: Civil Applications, Fifth Edition. United Kingdom: CRC Press LLC. - open access
invert for slip with the software FaultKin v.8 (Allmendinger et al., 2001), following a kinematic approach (i.e., Unweighted Moment Tensor Solution) in order to derive strain axes from fault geometry and slip direction. This method assumes that slip direction on fault is parallel to the maximum resolved shear rate of a large scale homogeneous strain rate tensor (e.g., Marrett & Allmendinger, 1990).