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

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ening, Programme Direc<strong>to</strong>r Ranjitkar negotiated for<br />

many months <strong>to</strong> convince the community that the heavily-damaged<br />

Patukva Agam, a 17th c. <strong>to</strong>wered shrine<br />

building, could be res<strong>to</strong>red without dismantling or rebuilding<br />

its intact but weathered facade. Here, the Trust<br />

developed a novel, internal timber backup frame which<br />

preserved the <strong>to</strong>wering, his<strong>to</strong>rical facade. Anyone else<br />

would have dismantled and rebuilt.<br />

Interventions which affect the his<strong>to</strong>rical configuration or<br />

surviving building materials of a structure are of course<br />

<strong>to</strong> be carefully considered. This article is an opportunity<br />

<strong>to</strong> explicate some of the considerations, working methods<br />

and solutions of completed and proposed projects<br />

in detail. It is especially important <strong>to</strong> point out that the<br />

diversity of solutions reflects not only the individual<br />

characteristics of the his<strong>to</strong>ric structures - which we study<br />

carefully - but also KVPT's commitment <strong>to</strong> developing<br />

new and appropriate solutions. KVPT's mission has never<br />

been focused on expanding <strong>to</strong> save every monument<br />

in the Valley, but rather has been <strong>to</strong> take advantage of<br />

its local expertise, the variety of international collabora<strong>to</strong>rs,<br />

and a global network of experts and researchers <strong>to</strong><br />

explore creative and appropriate solutions which might<br />

“bridge” the differences between local and international<br />

norms in preservation. In addition, the his<strong>to</strong>ry of the<br />

Trust can be seen as one of taking on projects of increasing<br />

scale and complexity as our organization, reputation,<br />

expertise, and fundraising base has grown.<br />

There are few places where so many different ac<strong>to</strong>rs have<br />

worked in close proximity: <strong>Patan</strong> <strong>Darbar</strong> and environs is<br />

a virtual labora<strong>to</strong>ry for international conservation work,<br />

with a wide variety of foreign experts, UN agencies, foreign<br />

governments, NGOs, INGOs, private citizens, local<br />

groups, local academics and government agencies at<br />

work. The theme of such “hybrid” solutions is central<br />

<strong>to</strong> an early publication of KVPT: “Sulima Pagoda: East<br />

Meets West in the Res<strong>to</strong>ration of a Nepalese Temple.”<br />

A note on the term ‘seismic strengthening’<br />

We use term the ‘seismic strengthening’ instead of ‘seismic<br />

reinforcement’ or ‘seismic retrofitting’ because the<br />

problem it denotes is so sensitive,- in these building<br />

types and this odd political context,- that rather than<br />

inserting a single rigid framework in<strong>to</strong> a structure, one<br />

typically has <strong>to</strong> look <strong>to</strong> a myriad of smaller design measures<br />

that help strengthen buildings without destroying<br />

their his<strong>to</strong>ric integrity. This is generally a good challenge,<br />

one which we have prioritized since the inception<br />

of the Trust, but there are limits <strong>to</strong> its effectiveness in<br />

certain cases, and there, where they are imperative, the<br />

introduction of modern materials can mean the survival<br />

of the structure. The discussion below of the Manimandapa<br />

design process delves in<strong>to</strong> this question of<br />

balancing the spectrum of seismic interventions and the<br />

resulting structural strength with preservation concerns.<br />

Relevant characteristics of Newar architecture<br />

As one surveys the range of his<strong>to</strong>rical building types and<br />

configurations in the Kathmandu Valley in light of seismic<br />

performance, some basic observations can be made<br />

on 1) how we now feel seismic design fac<strong>to</strong>red in<strong>to</strong> their<br />

original construction; 2) the evolution of building materials;<br />

and 3) the his<strong>to</strong>ry of maintenance - or the lack<br />

thereof.<br />

Building configurations seismically considered<br />

Typical <strong>to</strong> his<strong>to</strong>ric Newar buildings is a design of great<br />

artistic significance, often <strong>to</strong>gether with very poor building<br />

fabric. Typical problems are: lack of vertical connections;<br />

lack of information about foundations; building<br />

materials quality and supply issues – brick, mud mortar,<br />

timbers. Layered on <strong>to</strong> these over time are decreased seismic<br />

resistance due <strong>to</strong> multiple post-earthquake reconstructions;<br />

shoddiness and incorrect his<strong>to</strong>rical details/<br />

configurations of past repairs; and low-quality structural<br />

replacement timber. The rebuilding process has sometimes<br />

spurred on artistic developments, but without<br />

prioritizing structural connections or internal structure;<br />

with design that responds <strong>to</strong> cultural and climatic con-<br />

66

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