Upload
iastate
View
0
Download
0
Embed Size (px)
Citation preview
Table of Contents
Introduction ! ! ! ! ! ! ! ! ! ! Pg 3
Now & Then! ! ! ! ! ! ! ! ! ! Pg 6
Design & Reconstruction! ! ! ! ! ! ! ! Pg 9
Structural Analysis! ! ! ! ! ! ! ! ! Pg 11
Appendix: Illustration! ! ! ! ! ! ! ! Pg 15
Bibliography! ! ! ! ! ! ! ! ! ! Pg 18
Introduction
! Justinian’s church of Hagia Sophia was originally established in 537. A
reconstruction of the central dome in 562 provided the church with its pronounced form.
It was a space with a unique self expression that in essence consisted of a dome on a
square plan, with wide spanning vaults and interpenetrating spaces.
! It’s magnificence caused the building to become a legend, sending aftershocks
that elevated the conventional ways of building churches in the west throughout the
twelfth and thirteenth centuries. Even though no new forms were developed, the
ambition and scale of this project was only comparable that of the Pantheon four
hundred years earlier and the dome of the Florence Cathedral much later.
! Procopius made the following assessment: “So the church has become a
spectacle of great beauty, overwhelming to those who see it and altogether incredible to
those who only hear of it. For it soars to a height to match the sky and . . . looks down
upon the rest of the city . . . Its breadth and length have been so fittingly proportioned
that it may rightly be said to be both very long and unusually broad. And it exults in an
indescribable beauty. For it subtly combines mass with harmony of proportions, having
neither excess nor deficiency, as it is both more pompous than the other buildings we
are accustomed to and much more decorous than those which are huge beyond
measure and abounds exceedingly in sunlight and gleaming reflections. Indeed one
might say that its interior is lit not by the sun from without but by a radiance generated
within, such is the abundance of light that bathes this shrine all round.
! Prince Vladimir of Kiev spoke on a service he attended: “We knew not whether
we were in heaven or non earth. For on earth there is no such splendor or such beauty,
and we are at a loss how to describe it. We only know that god dwells there among
men, and their service is fairer than the ceremonies of other nations. For we cannot
forget that beauty.”
!
! The ambitious scale and avant-garde design was evident as soon as the initial
work on the primary structural piers had started. These were to carry the vaults for the
nave, the clear spanning significantly greater than the closest comparable structure in
Rome - The Basilica Nova of Maxentius and Constantine, built two centuries earlier.
Perhaps more impressive, was the sheer speed in which the construction occurred. Six
years was all it took between the destructive fire and the church’s first dedication.
! The first rebuilding was due to a fire after St John Chrysostom was banished.
The church was restored and established under Theodosius II. However, the Nike riot of
January 532 sparked yet another flame which almost killed Justinian himself. However,
all these factors set up the perfect stage for a church that would emanate an
unprecedented splendor.
! The Ottomans had made their presence felt through many mediums including
architecture, and it was no different in this case. After 20 years of serving the functions
of a church. Hagia Sophia was converted into and used as the Mosque of Aya Sophia.
Externally the silhouette changed after the the tall permanent minarets in the four
corners were added. The old patriarchal palace and other Byzantine structures were
demolished transforming the surroundings. Aya Sophia’s external appearance was
altered as further structural repairs were undertaken such as the fresh additions to the
external buttresses.
! This continued until secularization in 1934 by Ataturk. The following year marked
the opening of the building as a museum, terminating fourteen hundred years of use as
a place of worship by three different faiths - Orthodox, Catholic and Muslim.
Now & Then
! Still dominating it’s context with authority today, this building’s function has
transformed over time from its initial establishment Justinian’s Church into the Mosque
of Aya Sofia until it’s final conversion into a museum after secularization in 1935. Its
series of reconstructions and repurposing has resulted in a loss of the original
atmosphere and exact knowledge on how the construction process commenced.
! The chief contrasting elements are the strong buttressing arms that project from
the North and South sides of the dome base.
! The cluster of semi domes are repeated from east two west with two differences.
First was the largest single window which replaces a small central semidome. Another
one of these domes was constructed flatter at the top. These divides occurred due to
the rebuilding of these semi domes at independent dates. The distinct form is not as
comprehensible as the church is viewed from a closer distance. This is a result of the
outer buttresses on all sides that were built at a later date.
! Up close, clear evidence can be seen of original entrances existing on all sides.
Only two of these, the less direct western entrances are being used today. Nearby, there
are various Turkish tombs and the baptistry in an enclosed garden to the south. Several
workshops and other buildings are located in a similar space to the north behind a
higher wall.
!
! Upon entrance, the dome is hardly seen. The eye is then magnetically pulled up
to the brilliance of light rays pouring through the windows. The movement complimented
with the movement created by the semi domes, arches and pendentives. The ribs
between the windows diminishing as they reach towards the crown. An even larger
circular plaque with arabic calligraphy overlays the center of a gold mosaic.
! What is perhaps most impressive is the aura or character that the space projects.
Many would argue that the Pantheon was the nearest comparable space when it came
to experience. However, what makes Hagia Sophia stand out is the subtlety and sheer
complexity that would leave the users of the space in awe. ‘Hagia Sophia combines the
centrality of a dome with the axiality typical of a normal basilica, and its true boundaries
are elusive. They alternately advance and recede, sometimes solid though faced in
insubstantial-looking marble, and sometimes not more than open screens. Never being
fully visible at one time, they appear continuously to change as one moves around, and
there are ever-changing partial glimpses of the peripheral spaces of aisles and
galleries.’
! An underlying geometric discipline creates a sense of harmony between the
elements. This is apparent in the domes and semi domes. The effect was also
influenced at a micro scale through the details such as the horizontal cornices that
travel across the piers and over the colonnades. There is a sense of mystery between
the possible relationships between the surfaces and the structural colonnades and
arcades who’s function is clear. The way the decoration on the ends of the arcades
moves through to the wall, it terminates simply without a suggestion of the follow
through of forces that carry through the columns, pilasters or piers.
!
!
Design & Reconstruction
! A precedent and stimulus for the inception of the church in 527 would be a
variant of the rectangular timber-roofed basilica such as St Peter in Rome and the
Anastasis basilica in Jerusalem. The process of construction in precedents was of use
due to the fact the plan allows: accommodation large congregations, and an ease of
construction; not to mention the distance from the Pagan connotations of a temple.
Another notable mention would be San Lorenzo in Milan that was built in a monumental
manner to help solidify Milan’s stance as capital of the West. It’s central space was
based on a square and roofed by a groin vault.
! The final straw was pulled when Justinian started his rule, he called for a
structure that would ‘surpass all others in beauty’. He anticipated the value of replacing
the Theodosian church with something that would draw on the powers of the Golden
Octagon and its successors, conveniently aligned with his values and visions of the
future.
! There must have been a plenitude of problems during the development of the
design that proposed something at an unprecedented scale. Particularly with the
construction of the high arches and vaults while maintaining a stability of the whole.
There were also constraints in relation to the size of the monolithic blocks that they
could acquire.
! The architects were limited without the analytic ability and techniques in various
stages of the design. Stability must have been an earlier one, as well as the
maintenance of this stability over the whole construction process. As resources
diminish, the structural implications of the scale would be apparent. Earthquakes were a
major cause of collapse as it created vertical and lateral fluctuations that would be
loaded at the piers.
! Three major Byzantine reconstructions were documented, each involving part or
all of the dome. The dome first collapsed after the effects of an earthquake. The dome
was rebuilt to a raised profile, requiring he reconstruction of the main arches and
pendentives. The next two collapses had many likenesses. These occurred on the 26th
of October in 989 and the 19th of May, 1346, which caused the collapse of the west and
east sections of the dome respectively.
Structural Analysis
! It is hard to accurately make conclusions on the structural and material qualities
as time has taken its toll on the building’s exterior face. Records recovered from the
past have proven inadequate at portraying what was seen in the past. Even less can be
deduced about the physical properties of the materials, which is vital for many types of
structural analysis.
! The main elements of the structure are constructed from stone, bricks and
mortar. Iron and timber was also used to a lesser extent.
! Stone is used mainly in the piers. Either limestone or a local granite, and
sometimes paired. Made to fit tightly, they averaged at 0.45m in depth, with some
blocks surpassing a meter in length. The marble columns in the nave, isles and galleries
make up the remaining use of stone in the structure. Most of these columns are
monolithic, set up against the stone to minimize the risk of failure due to the uneven
distribution of pressure. Other ways to minimize the risk of buckling included using
bronze collars at the head and foot of the columns.
! The monolithic columns are the only structural element whose function is clearly
expressed. The arches are found with two diameters, 1.2m and 1.6m. The upper and
thinner columns move the vertical loads from above through to the lower gallery
columns. Although it hasn’t been confirmed, those are thought to be made of brick.
There are a few examples of columns that are different. Some are due to the rebuilding
at time periods.
! Barrel vaults are found on the east and west that span between the secondary
piers. Like the ones over the nave, these were most likely constructed in concentric
rings out of brick. As the thickness was only one brick, fills were used over the shells for
stability.
! Little is known about the construction method of the four pendentives. A theory is
that they were constructed in a parallel way to the semi domes, through the preliminary
use of an inner skin.
! Spanning over the tops of the pendentives is the main central dome. In reality, it
does not as appear as uninterrupted or sound structurally as it does on the exterior.
They are constructed with brick laid slightly flatter than the center of the dome’s
curvature. Thin slabs of marble were used as springers for the window frames. There
are low ‘breast-walls’ beneath these windows which signify the start of a continuos
surface on the exterior of the dome. Anticipating a smooth surface for the mosaic, the
angle of the web’s ribs decline before reaching the crown. Timber ties were used at the
arches during construction of the ribs.
! The structural system can be understood as a primary system assisted by
several secondary systems. The primary system consists of: the central dome and
vaults over the nave; the main piers supporting these two elements; the secondary and
buttress piers; and the arches that spanned between these piers. All other structural
elements can be defined as the secondary system. This includes the arches and vaults
in the narthexes, as well as the aisles and galleries. This includes the tympana, located
between the main North and South arches and the access ramps. Colonnades are
abundant and play a part in both systems. Another feature are the brick vaults which are
underpinned, and their interconnections stiffened, by lower and deeper bracing arches
of stone spanning between the connections.
! The original outer walls were also constructed out of brick. Inspecting the plan of
these walls displays a consideration of the hierarchies of the structural systems.
! There is a complex system of iron ties to aid in the resistance of outward thrust of
the vaults. These ties were anchored visibly through pins at the end. These ties are
located in: the centre bays; the vaults in the aisles and galleries; and beneath the
marble slabs of the galleries.
! The tympana were also made out of brick. These decrease in thickness towards
the apex, a reflection of shifting form of the inner frame.
! The geometry of the domes is in part due to the mathematical ability of its
designers, they had trouble explaining what a semi-dome was. The spherical geometry
was a resultant of construction and performance as well as drawing itself. Internal
forces acting equally. Form and layout and materials correspond to the magnitude and
forces flowing through it. Even though it was apparent the architect had trouble
explaining how a dome works exactly, by anticipating the flow of forces in a dome, there
was a repetition of this technique at different scales.
! The present dome consists of two sections at the North and South that have
stood since the initial reconstruction. The west was a result of the second reconstruction
and the third reconstruction dictates the form of the eastern portion. These are apparent
on both the interior and exterior as deformations of the continuos surface.
! The attention paid to detail of the reconstruction implies a strong intention to
avoid the same failure at first, however cost and efficiency were both factors during the
latter process.
Vaulting the nave through the use of a ground vault
over a central square.
A theory on how the nave wall vaulted using
squinches that bridged the corners of the central
square.
A possible final development of vaulting the central
square using a dome on merging pendentives.
Thrust forces are shown as arrows and the radial cracking is presented as dashed lines
after the completion of the dome.
Bibliography
Mainstone, Rowland. Hagia Sophia: Architecture, Structure and Liturgy of Justinian’s
Great Church. Hungary: Pauline Baines. 1988. Print.!
Nelson, Robert. Hagia Sophia, 1850-1950: Holy Wisdom Modern Monument. 1947.
Print.
Wenzel, Fritz. "Investigations into the Construction and Repair History of the Hagia
Sophia." Construction History 25 (2010): 1-20. Web. 26 Mar. 2015.
"A Monumental Struggle to Preserve Hagia Sophia." Smithsonian. N.p., n.d. Web. 23
Apr. 2015.
"Hagia Sophia." Wikipedia. Wikimedia Foundation, n.d. Web. 23 Apr. 2015.