KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

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Seismic Strengthening of His<strong>to</strong>ric Newar Buildings By Rohit Ranjitkar, Erich Theophile and Liz Newman, with contributions by Evan Speer
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Nepal Patan Darbar Earthquake Respo
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In acknowledgment of the sincere ef
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Plan of Patan Darbar (Royal Palace
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6
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Map of Patan- World Heritage Site s
Page 13 and 14: Patan Darbar Earthquake Response Ca
Page 15 and 16: Preservation Trust moved rapidly to
Page 17 and 18: order to help the many local and in
Page 19 and 20: tural and climatic considerations b
Page 21 and 22: This overview of Campaign Project b
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Page 29 and 30: Recapturing Lost Elements — Thoug
Page 31 and 32: notably the weathering that causes
Page 33 and 34: The debate has been presented here
Page 35 and 36: In the summer, more than 20,000 tou
Page 37 and 38: of the iconic monuments of the coun
Page 39 and 40: in very exceptional cases. Empty ni
Page 41 and 42: ological Survey of India to restore
Page 43 and 44: at present, the replacement of tile
Page 45 and 46: Department of Archaeology were not
Page 47 and 48: on caste membership, he is born a c
Page 49 and 50: Such a process of repair, replaceme
Page 51 and 52: of the old bricks, new bricks will
Page 53 and 54: Bibliography (publications cited in
Page 55 and 56: Typical Seismic Issues in Newar Arc
Page 57 and 58: Seismic Issues Manual - in Developm
Page 59 and 60: 2. Timber Column Base Connections D
Page 61 and 62: 4. Wood Rot and Rising Damp Descrip
Page 63: 6. Wall Plate Detailing Description
Page 67 and 68: Seismic Strengthening of Historic N
Page 69 and 70: siderations but not to earthquake a
Page 71 and 72: Maintenance Given the long history
Page 73 and 74: Left (Top and Bottom) Structural im
Page 75 and 76: Left Vambaha seismic reinforcement
Page 77 and 78: proposal developed in the US propos
Page 79 and 80: Taleju Temple North Structural stre
Page 81 and 82: Source: Orientations, Volume 27, Nu
Page 83 and 84: in later pages.) The temple is a ra
Page 85 and 86: of KVPT’s Earthquake Response Cam
Page 87 and 88: Early schematic design discussions
Page 89 and 90: Either approach would need a more r
Page 91 and 92: Manimandapa Axonometric and elevati
Page 93 and 94: at the interface between the slab a
Page 95 and 96: aside for aesthetic reasons and bec
Page 97 and 98: Part V Current thoughts on seismic
Page 99 and 100: to make it available to other agenc
Page 101 and 102: Char Narayana Temple (Cārnārāya
Page 103 and 104: Cārnārāyaṇa Temple by Niels Gu
Page 105 and 106: Cārnārāyaṇa Temple Elevation n
Page 107 and 108: Cārnārāyaṇa Temple Two deities
Page 109 and 110: Cārnārāyaṇa Temple. Eastern po
Page 111 and 112: Cārnārāyaṇa Temple. Tympanum (
Page 113 and 114: Cārnārāyaṇa Temple Tympanum (t
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Cārnārāyaṇa Temple. Tympanum (
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Char Narayana Temple The clearing o
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Char Narayana Temple The four porta
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Char Narayana Temple Tympanum (tora
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Char Narayana Temple Conciliatory r
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Char Narayana Temple Repair / resto
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Char Narayana Temple Structural Rep
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Char Narayana Temple: Structural re
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Cārnārāyaṇa Temple Repair / re
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Char Narayana Temple Repair / resto
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Char Narayana Temple The southern p
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Char Narayana Temple Hari Prasad Sh
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Cārnārāyaṇa Temple Conciliator
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The first site plan of the square t
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Harishankara Temple View from the n
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Harishankara Temple A hybrid deity,
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Harishankara Temple The Eight Mothe
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Harishankara Temple Architectural a
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Harishankara Temple The remainder o
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Harishankara Temple The process of
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The aedicules The eight aedicules,
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Construction of workshop in the pal
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Harishankara Temple Repairing the f
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Top Left Repair of the cornice (Gop
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Harishankara Temple Top, replicatin
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Top Repairing the molded plates (cv
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Top Plates on top of the pillars be
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Top Left Replacing missing parts of
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Top Left The southern doorway, almo
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Eastern doorway, details of replace
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Eastern doorway, top, details of th
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The west-south quarter round panel
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Above Three coppersmiths (Tarmrakā
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Left First phase of production of t
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Four of the 20 tympana (toraṇa) a
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Sixteen medallions featuring the kn
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Half medallions in the form of styl
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Four of the eight struts supporting
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Four of sixteen struts of the middl
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One of sixteen struts of the middle
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Harishankara Temple Four of twenty-
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Harishankara Temple First level abo
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Harishankara Temple First level abo
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Harishankara Temple Third level abo
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Harishankara Temple Conciliatory ri
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The Sculpture of Harishankara Gabri
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“epoxy pin” after hardening. Me
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Harishankara Temple Sculpture of Ha
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Vishveshvara Temple, 1627 History a
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History and Description The temple
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Vishveshvara Temple South side, dam
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Vishveshvara Temple Top right: The
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Vishveshvara Temple Tympana (torana
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Vishveshvara Temple Elevation south
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Vishveshvara Temple - structural re
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“Vishveshvara Temple - structural
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Vishveshvara Temple Shoring concept
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Vishveshvara temple. Scaffolding an
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Manimaṇḍapa South The Restorati
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The Restoration of South Manimaṇ
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South Manimaṇḍapa In the early
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South Manimaṇḍapa, west side. T
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North Manimaṇḍapa, South Manima
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Carpentry and woodcarving- A Living
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Re-creating and copying In an accou
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Bal Krishna Shilpakar, carpenter, a
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Left Pushpa Lal Shilpakar carves a
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South Manimaṇḍapa West-East sec
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While there was general permission
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Patan, workshop Hari Prasad Shilpak
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Patan, 30 March 2016 The replica of
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Left Column “MP 3”: One side of
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Top Left and Right Patan, 27 March
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Above left Patan, 6 April 2016 Deta
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Left and Right Side IV of the four-
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Spacing plates (Nev. cakulã) All t
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Above Patan, 15 April 2016 Two capi
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their original columns. Top Traditi
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Top left Tentative reassembly of th
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South Manimaṇḍapa New timber ca
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Top left The fragments of the four
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South Manimaṇḍapa Brick pavemen
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South Manimaṇḍapa Hari Prasad S
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South Manimaṇḍapa Bal Krishna S
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Manimaṇḍapa North The Restorati
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The Restoration and Rebuilding of t
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North Manimaṇḍapa North east co
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Left, Top North Manimaṇḍapa, no
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Top left Details of joints at the s
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Top left North Manimaṇḍapa: Kri
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New piece of sal wood has been adde
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The damaged parts of the column are
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North Manimaṇḍapa Woodcarver re
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A Brief History of the Emergence an
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timukha of the tympanum above Chusy
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11 and 12 South Mandapa Metha nos.
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South Mandapa Capital-bracket (meth
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1 Krishna Temple The temple was dam
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3 Krishna Temple, Roof plan, scale
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There are a few problems that can b
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15 Krsna Degah, Patan: Second floor
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Left 22 Damaged corner stone Right
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Annex Krsna templa, restoration pro
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29 Krsna Temple with scaffolding, P
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is gone. The upper two floors were
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Sundari Cok View of the east façad
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Sundari Cok The courtyard facade of
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Sundari Cok The brickwork of the ea
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Sundari Cok The east wing collapsed
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Sundari Cok East wing, east façade
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Sundari Cok The Patan Royal Palace
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Sundari Cok Wall plates are being i
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Sundari Cok East wing, installation
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Sundari Cok Top The earthquake caus
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Taleju Agam North (Mul Cok, Patan R
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Taleju Agam North By Liz Newman His
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Taleju Agam North seen from Mul Cok
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Top Left Door and window frame weak
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Top Taleju Agam North/Mul Cok North
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The two upper stories of Taleju Nor
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Top Reinstallation of traditional w
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Taleju North Agam after postearthqu
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Left Taleju Agam South before resto
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lection of struts except for cleani
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Top Left and Right Fabrication and
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Top Left and Right The carved middl
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Seismic Strengthening/ Structural i
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Top South Taleju tower above Mul Co
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Top Left South Taleju Tower after r
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Lion Pillar of Bhimsen Temple Work
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Notes on Post-Earthquake Approval P
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Appendix II Basic Guidelines for th
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ures taken to maintain or enhance t
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technology may be used, with prior
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Guidelines, using good quality mate
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(b) While assessing the damage to a
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of Archaeology may set up a committ
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Kathmandu Valley Preservation Trust
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Kathmandu Valley Preservation Trust
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KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

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