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  <title>DSpace Collection:</title>
  <link rel="alternate" href="https://elibrary.khec.edu.np/handle/123456789/128" />
  <subtitle />
  <id>https://elibrary.khec.edu.np/handle/123456789/128</id>
  <updated>2026-07-17T04:25:55Z</updated>
  <dc:date>2026-07-17T04:25:55Z</dc:date>
  <entry>
    <title>THE BUILDING FEATURES ACQUIRED FROM THE INDIGENOUS  TECHNOLOGY CONTRIBUTING IN THE BETTER PERFORMANCE  DURING EARTHQUAKE: A CASE STUDY OF BHAKTAPUR CITY</title>
    <link rel="alternate" href="https://elibrary.khec.edu.np/handle/123456789/134" />
    <author>
      <name>Gautam, Dipendra</name>
    </author>
    <id>https://elibrary.khec.edu.np/handle/123456789/134</id>
    <updated>2024-08-10T10:31:23Z</updated>
    <published>2014-05-01T00:00:00Z</published>
    <summary type="text">Title: THE BUILDING FEATURES ACQUIRED FROM THE INDIGENOUS  TECHNOLOGY CONTRIBUTING IN THE BETTER PERFORMANCE  DURING EARTHQUAKE: A CASE STUDY OF BHAKTAPUR CITY
Authors: Gautam, Dipendra
Abstract: This paper compiles the indigenous technologies adopted in the Bhaktapur municipality, Nepal in the &#xD;
unreinforced masonry construction of traditional Newari houses constituting more than 90% buildings in &#xD;
Bhaktapur municipality and their significance during the earthquake. The building units adopted in this &#xD;
area are studied with respect to their performance during earthquake on the basis of seismic resistant &#xD;
design philosophy. The traditionally built non-engineered buildings have drawn the attention of disaster &#xD;
managers for many years; in this regard, the unreinforced masonry buildings (Newari houses) were &#xD;
assessed after the Sikkim-Nepal boarder earthquake of 2011.Still, the buildings constructed before the &#xD;
starting of engineering construction in Nepal are widely used for residential purpose at this culturally rich &#xD;
city and the traditional building construction technology which is the indigenous technology has been &#xD;
practiced for centuries too. The building features are analyzed with respect to their seismic performance &#xD;
and their contribution was analyzed as per the historical database; established practices and theories for &#xD;
earthquake resistant design (EQRD). The collected features and the analyses proved the features of the &#xD;
buildings to be sound during earthquake, though; the buildings were constructed with indigenous &#xD;
technology which nevertheless consults the EQRD within it. The indigenous technology at this city has &#xD;
been attached with the culture of the Newars for centuries.</summary>
    <dc:date>2014-05-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>DEVELOPMENT OF FRAMEWORK FOR SEISMIC RESPONSE  ANALYSIS OF STORAGE TANK BASED ON FAULT – STRUCTURE  SYSTEM</title>
    <link rel="alternate" href="https://elibrary.khec.edu.np/handle/123456789/133" />
    <author>
      <name>Pokharel, Tilak</name>
    </author>
    <author>
      <name>chimura, Tsuyoshi</name>
    </author>
    <author>
      <name>Hori, Muneo</name>
    </author>
    <author>
      <name>Nagashima, Toshio</name>
    </author>
    <id>https://elibrary.khec.edu.np/handle/123456789/133</id>
    <updated>2024-08-10T10:31:23Z</updated>
    <published>2014-05-01T00:00:00Z</published>
    <summary type="text">Title: DEVELOPMENT OF FRAMEWORK FOR SEISMIC RESPONSE  ANALYSIS OF STORAGE TANK BASED ON FAULT – STRUCTURE  SYSTEM
Authors: Pokharel, Tilak; chimura, Tsuyoshi; Hori, Muneo; Nagashima, Toshio
Abstract: In this study, the framework for the seismic response analysis of oil-storage tank along fault-structure &#xD;
system concept has been presented; where the long period ground motion simulation and sloshing &#xD;
simulation based on 3D finite element method (FEM) is integrated. Three dimensional finite element &#xD;
model is constructed using multi-resolution structured and unstructured mesh for the ground motion &#xD;
prediction. For the sloshing analysis Lagrangian Finite Element Method is used. Also the effect of surface &#xD;
topography on the sloshing response is checked and the effect is found to be significant.</summary>
    <dc:date>2014-05-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>OCCURRENCES OF MINERAL RESOURCES IN BANDIPUR GONDRANG AREA OF TANAHUN DISTRICT, CENTRAL NEPAL,  LESSER HIMALAYA</title>
    <link rel="alternate" href="https://elibrary.khec.edu.np/handle/123456789/132" />
    <author>
      <name>Paudyal, Kabiraj</name>
    </author>
    <id>https://elibrary.khec.edu.np/handle/123456789/132</id>
    <updated>2024-08-10T10:31:22Z</updated>
    <published>2014-05-01T00:00:00Z</published>
    <summary type="text">Title: OCCURRENCES OF MINERAL RESOURCES IN BANDIPUR GONDRANG AREA OF TANAHUN DISTRICT, CENTRAL NEPAL,  LESSER HIMALAYA
Authors: Paudyal, Kabiraj
Abstract: A detailed geological investigation was carried out to assess the distribution of minerals and their &#xD;
geological control in Bandipur-Gondrang area of Tanahu district, a part of Lesser Himalaya in central &#xD;
Nepal. The area is found rich in both metallic and non-metallic mineral deposits. The main metallic &#xD;
minerals found are iron in Phalamdada and Labdi Khola, copper in Bhut Khola and poly-metallic deposits &#xD;
including suspected gold in Bhangeri Khola and Jaubari Khola-Bar Khola sections. A large deposit of &#xD;
inorganic carbon is found around the Gondrang-Watak area. Similarly, a good quality of green marble &#xD;
(metabasite) is found as decorative stone in Bagar Khola area and good quality of roofing stone in &#xD;
Bandipur area. In addition to these economic deposits other several sub economic to non-economic mineral &#xD;
are also located in the geological map of the area. Categorization of these mineral deposits is based on the &#xD;
probable reserve and laboratory analysis of related samples. Geological control of mineral deposits is &#xD;
considered to be the stratigraphic, structural, metamorphic and hydrothermal. Iron mineralization of the &#xD;
area is found stratigraphical control, copper deposits by magmatism of basic rocks (amphibolites), and &#xD;
poly-metallic deposits are related to the hydrothermal processes.</summary>
    <dc:date>2014-05-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>OPTIMIZATION OF SOLAR PHOTOVOLTAIC AND DIESEL  GENERATOR HYBRID SYSTEM</title>
    <link rel="alternate" href="https://elibrary.khec.edu.np/handle/123456789/131" />
    <author>
      <name>Suwal, Puskar</name>
    </author>
    <id>https://elibrary.khec.edu.np/handle/123456789/131</id>
    <updated>2024-08-10T10:31:21Z</updated>
    <published>2014-05-01T00:00:00Z</published>
    <summary type="text">Title: OPTIMIZATION OF SOLAR PHOTOVOLTAIC AND DIESEL  GENERATOR HYBRID SYSTEM
Authors: Suwal, Puskar
Abstract: The techno-economic viability of a hybrid system of solar photovoltaic and diesel generator with the most likely &#xD;
stand-alone systems, i.e. diesel-powered system and solar photovoltaic system, has been analyzed for energy &#xD;
demand through optimization and sensitivity analysis using HOMER. The concept of hybridizing is that the base &#xD;
load is to be covered by largest and firmly available renewable energy source(s), and other intermittent source(s) &#xD;
should augment the base load to cover the peak load. The model has been designed to provide an optimal system &#xD;
configuration based on hour-by-hour data for energy availability and demands. Based on the simulation results, &#xD;
the hybrid system is found to be economically feasible enough to replace the stand-alone system currently &#xD;
practicing to fulfill the energy demand during power cut-off in Nepal.</summary>
    <dc:date>2014-05-01T00:00:00Z</dc:date>
  </entry>
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