23.10.2016 Views

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

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Seismic Issues Manual - in Development<br />

By Rohit Ranjitkar and Evan Speer<br />

Introduction<br />

Over decades of experience in the preservation of Newar<br />

Architecture, the Kathmandu Valley Preservation Trust<br />

(KVPT) has identified several traditional building practices,<br />

construction methods and other architectural details<br />

that make these structures seismically vulnerable.<br />

This has never been more evident than in the wake of<br />

the devastating April 25, 2015 Gorkha earthquake. Since<br />

that time, Rohit Ranjitkar, Nepal direc<strong>to</strong>r of KVPT, has<br />

worked <strong>to</strong> compile integral details and studies of seismic<br />

issues in his<strong>to</strong>ric Newari structures. This work has<br />

been developed <strong>to</strong> raise awareness of the vulnerabilities<br />

of these structures and <strong>to</strong> advocate for careful detailing<br />

and proper seismic strengthening in the rebuilding and<br />

renovation of these structures, including examples from<br />

lessons learned through <strong>KVPT’s</strong> project development<br />

through the years. Evan Speer, who has been consulting<br />

with KVPT since the 2015 earthquake provided further<br />

insight and development of these details and fact sheets,<br />

adding <strong>to</strong> the discussion with structural engineering<br />

concepts.<br />

The following pages include sample fact sheets for<br />

various issues that have been identified and developed<br />

through decades of work. Issues below include Threshold<br />

Base S<strong>to</strong>ne Connections; Timber Column Base<br />

Connections; Brick Masonry Wall Composition; Wood<br />

Rot and Rising Damp; Roof Strut Connections; and<br />

Wall Plate Detailing.<br />

1<br />

3<br />

4<br />

6<br />

2<br />

5<br />

These fact sheets are a subset of a larger document still<br />

under development. Additional typical seismic issues include<br />

the following: Beam Holding Top Roof, Yellow<br />

Clay Mud Mortar, Floor-<strong>to</strong>-Wall Connections, Excessive<br />

Roof Weight, Lack of Floor Diaphragms, Foundation<br />

Wall Isolation, Wood Quality and Consistency.<br />

Harishankara Temple (above)<br />

Principal Elevation used as model <strong>to</strong> show location of typical<br />

seismic issues<br />

Source: Eduard Sekler, 1982<br />

All figures and pho<strong>to</strong>graphs in this chapter were created by Rohit<br />

Ranjitkar unless otherwise noted.<br />

Opposite page:<br />

South and North Manimandapas<br />

after their collapse on 25 April 2015<br />

in<strong>to</strong> the adjacent step well<br />

Pho<strong>to</strong> by R. Ranjitkar, 28 April 2015<br />

55

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!