- Page 1:
Nepal Patan Darbar Earthquake Respo
- Page 4 and 5:
In acknowledgment of the sincere ef
- Page 6 and 7:
Plan of Patan Darbar (Royal Palace
- Page 8 and 9:
6
- Page 10 and 11:
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
- Page 23 and 24:
21
- Page 25:
23
- 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 66 and 67:
64
- Page 68 and 69:
ening, Programme Director Ranjitkar
- Page 70 and 71:
Manimandapa south The rotten base b
- Page 72 and 73:
A "Recipe for Restoration," publish
- Page 74 and 75:
Patukva Agam Structural improvement
- Page 76 and 77:
The Kathmandu Darbar Initiative (19
- Page 78 and 79:
Mahavishnu Temple As another compon
- Page 80 and 81:
Part III Current Model Projects aft
- Page 82 and 83:
ument. (See the July 2016 draft of
- Page 84 and 85:
established that the building is on
- Page 86 and 87:
Opposite page Manimandapa analysis-
- Page 88 and 89:
Alternatively, life safety performa
- Page 90 and 91:
Plan drawing of Manimandapas showin
- Page 92 and 93:
Manimandpa Base isolation detail sh
- Page 94 and 95:
Near right Manimandapa Concept show
- Page 96 and 97:
The main goals of this solution are
- Page 98 and 99:
cyclical monsoon rains, would be ex
- Page 100 and 101:
kicked out at the same time, and th
- Page 102 and 103:
100
- Page 104 and 105:
Cārnārāyaṇa Temple Northern el
- Page 106 and 107:
Cārnārāyaṇa Temple Plan scale
- Page 108 and 109:
Cārnārāyaṇa Temple Tripartite
- Page 110 and 111:
Cārnārāyaṇa Temple Tripartite
- Page 112 and 113:
Cārnārāyaṇa Temple. Tripartite
- Page 114 and 115:
Cārnārāyaṇa Temple Tripartite
- Page 116 and 117:
Char Narayana Temple after earthqua
- Page 118 and 119:
Opposite Char Narayana Temple Detai
- Page 120 and 121:
The four-stepped cornice is heavily
- Page 122 and 123:
Char Narayana Temple Tympanum (tora
- Page 124 and 125:
122
- Page 126 and 127:
Char Narayana Temple Inspection of
- Page 128 and 129:
Left Char Narayana Temple East elev
- Page 130 and 131:
Chār Nārāyaṇa Temple: Structur
- Page 132 and 133:
Top Cārnārāyaṇa Temple Souther
- Page 134 and 135:
Char Narayana Temple Repair / resto
- Page 136 and 137:
Char Narayana Temple Southern porta
- Page 138 and 139:
Char Narayan Temple The broken part
- Page 140 and 141:
138
- Page 142 and 143:
140
- Page 145 and 146:
Harishankara Temple (Hariśaṅkara
- Page 147 and 148:
Harishankara Temple Niels Gutschow
- Page 149 and 150:
wall brackets feature seven male fi
- Page 151 and 152:
mensions and techniques in order to
- Page 153 and 154:
151
- Page 155 and 156:
Harishankara Temple Section drawing
- Page 157 and 158:
Harishankara Temple A hybrid deity,
- Page 159 and 160:
Harishankara Temple The Eight Mothe
- Page 161 and 162:
Harishankara Temple Carpenters from
- Page 163 and 164:
Opposite Some 300 (of the original
- Page 165 and 166:
Harishankara Temple Details of the
- Page 167 and 168:
Ground floor The pillars Two of the
- Page 169 and 170:
Other For the three eaves, 292 eave
- Page 171 and 172:
Harishankara Temple Replication of
- Page 173 and 174: Top Left Cleaning the secondary jam
- Page 175 and 176: Top Left Repair of the cornice abov
- Page 177 and 178: Top Left Replication of two pillars
- Page 179 and 180: Top Left Repair of the stepped oute
- Page 181 and 182: Harishankara Temple Repairing the b
- Page 183 and 184: Top The surviving secondary jamb of
- Page 185 and 186: Top Replacement of the circular mid
- Page 187 and 188: Top Eastern doorway, details of the
- Page 189 and 190: Indra Kaji Shilpakar from Bhaktapur
- Page 191 and 192: The west-north block (bhailakva) ab
- Page 193 and 194: The complete Harishankara pinnacle,
- Page 195 and 196: The deformations on the ring of ām
- Page 197 and 198: Harishankara Temple Salvaged Archit
- Page 199 and 200: Four of the 20 tympana (toraṇa) a
- Page 201 and 202: Four of the 20 tympana (toraṇa) a
- Page 203 and 204: The four corner tympana above the a
- Page 205 and 206: Sixteen medallions featuring the kn
- Page 207 and 208: Four of the eight struts supporting
- Page 209 and 210: Four of sixteen struts of the middl
- Page 211 and 212: Four of sixteen struts of the middl
- Page 213 and 214: Harishankara Temple Twenty-four str
- Page 215 and 216: Harishankara Temple Four of twenty-
- Page 217 and 218: Harishankara Temple Four of twenty-
- Page 219 and 220: Harishankara Temple Four of twenty-
- Page 221 and 222: Harishankara Temple First level abo
- Page 223: Harishankara Temple Second level ab
- Page 227 and 228: Harishankara Temple Conciliatory ri
- Page 229 and 230: The Sculpture of Harishankara Gabri
- Page 231 and 232: “epoxy pin” after hardening. Me
- Page 233 and 234: Harishankara Temple Sculpture of Ha
- Page 235 and 236: Vishveshvara Temple, 1627 History a
- Page 237 and 238: History and Description The temple
- Page 239 and 240: Vishveshvara Temple South side, dam
- Page 241 and 242: 239
- Page 243 and 244: Vishveshvara Temple Top right: The
- Page 245 and 246: Vishveshvara Temple Tympana (torana
- Page 247 and 248: Vishveshvara Temple Elevation south
- Page 249 and 250: Vishveshvara Temple - structural re
- Page 251 and 252: “Vishveshvara Temple - structural
- Page 253 and 254: Vishveshvara Temple Shoring concept
- Page 255 and 256: Vishveshvara temple. Scaffolding an
- Page 257 and 258: Manimaṇḍapa South The Restorati
- Page 259 and 260: The Restoration of South Manimaṇ
- Page 261 and 262: South Manimaṇḍapa In the early
- Page 263 and 264: South Manimaṇḍapa, west side. T
- Page 265 and 266: North Manimaṇḍapa, South Manima
- Page 267 and 268: Carpentry and woodcarving- A Living
- Page 269 and 270: Re-creating and copying In an accou
- Page 271 and 272: Bal Krishna Shilpakar, carpenter, a
- Page 273 and 274: Left Pushpa Lal Shilpakar carves a
- Page 275 and 276:
273
- Page 277 and 278:
South Manimaṇḍapa West-East sec
- Page 279 and 280:
While there was general permission
- Page 281 and 282:
Patan, workshop Hari Prasad Shilpak
- Page 283 and 284:
Patan, 30 March 2016 The replica of
- Page 285 and 286:
Left Column “MP 3”: One side of
- Page 287 and 288:
Top Left and Right Patan, 27 March
- Page 289 and 290:
Above left Patan, 6 April 2016 Deta
- Page 291 and 292:
Left and Right Side IV of the four-
- Page 293 and 294:
Spacing plates (Nev. cakulã) All t
- Page 295 and 296:
Above Patan, 15 April 2016 Two capi
- Page 297 and 298:
their original columns. Top Traditi
- Page 299 and 300:
297
- Page 301 and 302:
Top left Tentative reassembly of th
- Page 303 and 304:
South Manimaṇḍapa New timber ca
- Page 305 and 306:
Top left The fragments of the four
- Page 307 and 308:
305
- Page 309 and 310:
South Manimaṇḍapa Brick pavemen
- Page 311 and 312:
South Manimaṇḍapa Hari Prasad S
- Page 313 and 314:
311
- Page 315 and 316:
South Manimaṇḍapa Bal Krishna S
- Page 317 and 318:
Manimaṇḍapa North The Restorati
- Page 319 and 320:
The Restoration and Rebuilding of t
- Page 321 and 322:
North Manimaṇḍapa North east co
- Page 323 and 324:
Left, Top North Manimaṇḍapa, no
- Page 325 and 326:
Top left Details of joints at the s
- Page 327 and 328:
Top left North Manimaṇḍapa: Kri
- Page 329 and 330:
New piece of sal wood has been adde
- Page 331 and 332:
The damaged parts of the column are
- Page 333 and 334:
North Manimaṇḍapa Woodcarver re
- Page 335 and 336:
A Brief History of the Emergence an
- Page 337 and 338:
timukha of the tympanum above Chusy
- Page 339 and 340:
11 and 12 South Mandapa Metha nos.
- Page 341:
South Mandapa Capital-bracket (meth
- Page 344 and 345:
1 Krishna Temple The temple was dam
- Page 346 and 347:
3 Krishna Temple, Roof plan, scale
- Page 348 and 349:
There are a few problems that can b
- Page 350 and 351:
15 Krsna Degah, Patan: Second floor
- Page 352 and 353:
Left 22 Damaged corner stone Right
- Page 354 and 355:
Annex Krsna templa, restoration pro
- Page 356 and 357:
29 Krsna Temple with scaffolding, P
- Page 358 and 359:
356
- Page 360 and 361:
is gone. The upper two floors were
- Page 362 and 363:
Sundari Cok View of the east façad
- Page 364 and 365:
Sundari Cok The courtyard facade of
- Page 366 and 367:
Sundari Cok The brickwork of the ea
- Page 368 and 369:
Sundari Cok The east wing collapsed
- Page 370 and 371:
Sundari Cok East wing, east façade
- Page 372 and 373:
Sundari Cok The Patan Royal Palace
- Page 374 and 375:
Sundari Cok Wall plates are being i
- Page 376 and 377:
374
- Page 378 and 379:
Sundari Cok East wing, installation
- Page 380 and 381:
Sundari Cok Top The earthquake caus
- Page 383 and 384:
Taleju Agam North (Mul Cok, Patan R
- Page 385 and 386:
Taleju Agam North By Liz Newman His
- Page 387 and 388:
Taleju Agam North seen from Mul Cok
- Page 389 and 390:
Top Left Door and window frame weak
- Page 391 and 392:
389
- Page 393 and 394:
Top Taleju Agam North/Mul Cok North
- Page 395 and 396:
393
- Page 397 and 398:
395
- Page 399 and 400:
The two upper stories of Taleju Nor
- Page 401 and 402:
Top Reinstallation of traditional w
- Page 403:
Taleju North Agam after postearthqu
- Page 406 and 407:
404
- Page 408 and 409:
Left Taleju Agam South before resto
- Page 410 and 411:
lection of struts except for cleani
- Page 412 and 413:
Top Left and Right Fabrication and
- Page 414 and 415:
Top Left and Right The carved middl
- Page 416 and 417:
Seismic Strengthening/ Structural i
- Page 418 and 419:
Top South Taleju tower above Mul Co
- Page 420 and 421:
Top Left South Taleju Tower after r
- Page 422 and 423:
420
- Page 424 and 425:
422
- Page 426 and 427:
Lion Pillar of Bhimsen Temple Work
- Page 428 and 429:
426
- Page 430 and 431:
Notes on Post-Earthquake Approval P
- Page 432 and 433:
430
- Page 434 and 435:
432
- Page 436 and 437:
434
- Page 438 and 439:
436
- Page 440 and 441:
438
- Page 442 and 443:
440
- Page 444 and 445:
442
- Page 446 and 447:
444
- Page 448 and 449:
446
- Page 450 and 451:
448
- Page 452 and 453:
450
- Page 455 and 456:
Appendix II Basic Guidelines for th
- Page 457 and 458:
ures taken to maintain or enhance t
- Page 459 and 460:
technology may be used, with prior
- Page 461 and 462:
Guidelines, using good quality mate
- Page 463 and 464:
(b) While assessing the damage to a
- Page 465 and 466:
of Archaeology may set up a committ
- Page 467 and 468:
Kathmandu Valley Preservation Trust
- Page 469:
Kathmandu Valley Preservation Trust