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

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Maintenance<br />

Given the long his<strong>to</strong>ry of neglect of Kathmandu Valley<br />

heritage, which has been chronicled in every traveler’s<br />

account since at least the early 19th century, one should<br />

assume little <strong>to</strong> no future maintenance of projects, and<br />

the his<strong>to</strong>ric moment of new construction of the type is<br />

long past, meaning each successive earthquake now takes<br />

its <strong>to</strong>ll in vast numbers of weakened traditional buildings<br />

that will collapse or be demolished and will never<br />

be rebuilt. Likewise, the public attitude <strong>to</strong>day <strong>to</strong>ward<br />

old buildings in developing Kathmandu <strong>to</strong>day is a belief<br />

that modern construction is better - and will better<br />

survive the next earthquake. Although the knowledge<br />

and techniques exist <strong>to</strong> do so, there is almost no understanding<br />

of - or interest in - the possibility of bringing<br />

older structures <strong>to</strong> a safe condition, rather than replacing<br />

them with concrete. This is part of the particular tragedy<br />

of the Kathmandu Valley’s modernization, and another<br />

reason <strong>to</strong> design for longevity.<br />

The unique characteristics of Newar architecture-beauty<br />

and symbolism - were privileged over seismic concerns;<br />

but there are also fac<strong>to</strong>rs of flexibility built in - and aspects<br />

of traditional buildings, when well cared-for - that<br />

dissipate a certain amount of earthquake energy. Techniques<br />

<strong>to</strong> address the inherent weaknesses of the type<br />

have been the focus of study over time by KVPT and are<br />

detailed in the “seismic issues” and “earthquake manual”<br />

sections of this report. At the same time, and first, seismic<br />

strategies must work with and enhance the particular<br />

strengths of the traditional type wherever possible.<br />

Part II<br />

Evolution of <strong>KVPT’s</strong> practice and philosophy<br />

1991-2015<br />

As the following project his<strong>to</strong>ries are intended <strong>to</strong> illustrate,<br />

our work in “saving” a building in the Kathmandu<br />

Valley is an extremely creative and individual design process.<br />

It involves the classic elements of preservation work<br />

such as forensic work on the building <strong>to</strong> understand its<br />

construction his<strong>to</strong>ry and his<strong>to</strong>rical layers, his<strong>to</strong>rical research,<br />

community negotiations, and accepting the limitations<br />

of local implementation; and the complex and<br />

delicate work of international collaboration in balancing<br />

local and international norms. This background has led<br />

<strong>to</strong> our unique position, and we document in Part II the<br />

evolution of diverse solutions that have grown from variations<br />

in: 1) extent of physical intervention; 2) materials<br />

and construction methods; and 3) engineering concepts.<br />

Our solutions <strong>to</strong> seismic strengthening are <strong>to</strong> a large extent<br />

a function of KVPT Program Direc<strong>to</strong>r Rohit Ranjitkar’s<br />

keen understanding of and involvement with the<br />

actual construction process and methods. The development<br />

of our reinforcement solutions takes place largely<br />

on site due <strong>to</strong> both the irregularity of the medieval architecture<br />

and the three-dimensional complexity of the<br />

construction materials assembly.<br />

Recipe for res<strong>to</strong>ration - context and early projects<br />

<strong>KVPT’s</strong> early projects <strong>to</strong>ok place against the backdrop<br />

of two massive, pioneering, and highly professional projects,<br />

Hanuman Dhoka (Kathmandu) and the Bhaktapur<br />

Development Project. Both had focused on introducing<br />

a number of best practices in preservation such<br />

as maximizing his<strong>to</strong>rical fabric retention and installing<br />

damp proof courses. In terms of seismic strengthening,<br />

there was a general consensus in the early 1990’s that a<br />

concealed ring beam under the wall plate level beneath<br />

the rafters should be considered for his<strong>to</strong>ric buildings<br />

69

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