<?xml version="1.0" encoding="UTF-8"?>
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<title>Journal Articles</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/274" rel="alternate"/>
<subtitle/>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/274</id>
<updated>2026-04-09T10:25:58Z</updated>
<dc:date>2026-04-09T10:25:58Z</dc:date>
<entry>
<title>Addressing the Crucial Factors Affecting the Implementation of Carbon Credit Concept Using a Comprehensive Decision-Making Analysis: A Case Study</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/2184" rel="alternate"/>
<author>
<name>Su, Qian</name>
</author>
<author>
<name>et. al...</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/2184</id>
<updated>2025-02-13T09:11:07Z</updated>
<published>2024-12-01T00:00:00Z</published>
<summary type="text">Addressing the Crucial Factors Affecting the Implementation of Carbon Credit Concept Using a Comprehensive Decision-Making Analysis: A Case Study
Su, Qian; et. al...
As global focus on climate change intensifies, carbon credits have become an important tool for reducing&#13;
greenhouse gas emissions. Africa, with its abundant natural resources and potential for sustainable development, is&#13;
well-positioned to capitalize on this growing market. This article explores how Africa can enhance its participation&#13;
in the carbon credit market, transforming environmental initiatives into economic opportunities by addressing key&#13;
implementation challenges. By utilizing the Stepwise Weight Assessment Ratio Analysis (SWARA) method within an&#13;
interval-valued spherical fuzzy (IVSF) framework, the study supports collective decision-making. It identifies three&#13;
crucial factors: access to financing issue, the absence of clear policies and legal frameworks, and the lack of capacity&#13;
and expertise within governments, businesses, and communities. The research provides practical recommendations&#13;
for governments aiming to effectively implement the carbon credit concept.
</summary>
<dc:date>2024-12-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Evaluation of Factors Affecting Road Maintenance in Kenyan Counties Using the Ordinal Priority Approach</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/2007" rel="alternate"/>
<author>
<name>Kiptum, Clement Kiprotich</name>
</author>
<author>
<name>et al.</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/2007</id>
<updated>2023-10-12T06:49:46Z</updated>
<published>2022-08-01T00:00:00Z</published>
<summary type="text">Evaluation of Factors Affecting Road Maintenance in Kenyan Counties Using the Ordinal Priority Approach
Kiptum, Clement Kiprotich; et al.
Improving Kenya’s complete road network has been used to alleviate poverty and achieve the Vision 2030 goals. Roads enhance all&#13;
areas of social development, including demand for and access to information, health, and education, in addition to poverty alleviation. However,&#13;
themajority ofKenyan highways are plagued by a variety ofmaintenance concerns. This study aims to rank counties according to critical severity&#13;
based on factors affecting road maintenance using an ordinal priority approach. Five challenges that could have an impact on road maintenance&#13;
were looked at fromthe views of three decision-makers. The results of the study show that road materials are the least challenging aspect affecting&#13;
road maintenance performance, while procurement practices are the most problematic. The studies also revealed that Nairobi County is most&#13;
affected by these factors, whereas Nakuru County is least affected. In light of the findings, recommendations were made to assist both the&#13;
government and the road sectors in dealing with these difficulties.
</summary>
<dc:date>2022-08-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>An Excel Application for Analysis and Design of RC Low-Rise Structural Elements using British Standards and European Codes</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/1904" rel="alternate"/>
<author>
<name>Kisasati, Kisasati Wekesa Jacob</name>
</author>
<author>
<name>et. al...</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/1904</id>
<updated>2023-06-23T08:17:33Z</updated>
<published>2023-01-01T00:00:00Z</published>
<summary type="text">An Excel Application for Analysis and Design of RC Low-Rise Structural Elements using British Standards and European Codes
Kisasati, Kisasati Wekesa Jacob; et. al...
There is an increasing demand for tools that can simplify the design process and improve the&#13;
accuracy and efficiency of the design calculations in structural engineering. This paper presents an Excel&#13;
application for the design and analysis of reinforced concrete low-rise structures using British standards and&#13;
European codes. The application aims to assist structural engineers in the design process as it provides a set of&#13;
pre-programmed calculations for the analysis of slabs, beams, columns, footings and stairs. The application&#13;
incorporates the relevant design equations and guidelines from both standards and allows the user to input the&#13;
required parameters and generate concise design outputs such as load capacity, stress analysis results and design&#13;
recommendations. In developing the application, a combination of VBA programming and yield line method&#13;
was used. The application has been tested using different design scenarios and the output compared to manual&#13;
calculations. The application offers significant time savings, increased accuracy, and improved efficiency over&#13;
manual methods
</summary>
<dc:date>2023-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>SYNTHESIS: SMART RAINWATER HARVESTING, STORAGE AND DISTRIBUTION TO ENHANCE WATER SECURITY</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/1901" rel="alternate"/>
<author>
<name>Okemwa, Sam</name>
</author>
<author>
<name>et. al...</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/1901</id>
<updated>2023-06-23T07:48:27Z</updated>
<published>2023-01-01T00:00:00Z</published>
<summary type="text">SYNTHESIS: SMART RAINWATER HARVESTING, STORAGE AND DISTRIBUTION TO ENHANCE WATER SECURITY
Okemwa, Sam; et. al...
This paper presents a novel approach to establish water security through autonomous rainwater&#13;
harvesting, storage, and distribution mechanisms. The primary focus of the research is on developing a reliable and&#13;
cost-effective method for harvesting, storing, and distributing rainwater in an autonomous manner, whereby the&#13;
system is self-regulating in terms of harvesting, storing, and distributing water in response to localized and&#13;
customized needs or conditions, more especially to communities that are struggling to meet their minimal water&#13;
demands. The paper aims to develop an integrated and automated system that is capable of collecting, storing, and&#13;
distributing rainwater in a sustainable manner, with the goal of increasing water security in areas with limited or&#13;
unreliable water supply as exhibited in arid and semi-arid lands or places with poor water infrastructure conditions.&#13;
The research will initially explore existing rainwater harvesting systems, including both conventional and innovative&#13;
designs, in order to identify the most effective methods for harvesting rainwater. This will include looking at&#13;
appropriate storage, filtration and distribution systems, as well as considering the economic, environmental, and&#13;
social impacts of these systems, identifying the benefits and drawbacks of their system design deployment. Following&#13;
this, the research will focus on developing an autonomous rainwater harvesting system that is capable of responding&#13;
to economic, environmental and social factors in an efficient and cost-effective manner. This will involve the&#13;
development of an integrated and automated system for collecting, storing and distributing rainwater, with an&#13;
emphasis on sustainability and water security. The research will consider issues such as water scarcity, resource&#13;
management, and environmental protection in order to ensure that the autonomous rainwater harvesting system is&#13;
designed with these considerations in mind. Additionally, it will analyze the cost-effectiveness of the proposed system,&#13;
and explore potential areas of application for the system. Finally, the paper will provide an assessment of the overall&#13;
impact of the autonomous rainwater harvesting system on water security and consider the potential for further&#13;
development and improvement of the system if sustainable.
</summary>
<dc:date>2023-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>A Comprehensive Study on Pavement and Geometric Design of Dispensary-Kerio-Gate B (University of Eldoret, Kenya) Road and Upande- Kimumu-Peris Road</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/1900" rel="alternate"/>
<author>
<name>Wangai, Benson Kamau Ndung’u</name>
</author>
<author>
<name>et. al...</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/1900</id>
<updated>2023-06-23T07:42:18Z</updated>
<published>2023-01-01T00:00:00Z</published>
<summary type="text">A Comprehensive Study on Pavement and Geometric Design of Dispensary-Kerio-Gate B (University of Eldoret, Kenya) Road and Upande- Kimumu-Peris Road
Wangai, Benson Kamau Ndung’u; et. al...
This study examines the pavement and geometric design of the Dispensary-Kerio-Gate B (University of Eldoret, Kenya) Road&#13;
and the Upande-Kimumu-Peris Road. The purpose of the study was to evaluate the current pavement conditions and geometric design&#13;
of the road links, identify the existing problems, and recommend suitable solutions by developing an economical and practicable design&#13;
that satisfies the standards. The study included field investigations, topographic data collection, traffic count, pavement design,&#13;
geometric design, materials computation and analysis. The results demonstrated that the pavement conditions and geometric designs&#13;
of the two-road links were deficient, resulting in frequent accidents, traffic congestion, and vehicle damage. The study recommended a&#13;
number of measures to enhance the pavement and geometric designs of the roads, such as upgrading to bitumen standards, widening&#13;
the roads, enhancing drainage systems, and adopting suitable design standards. The study's findings will assist road designers,&#13;
engineers, and policymakers in enhancing road conditions and safety, as well as the overall transportation system
</summary>
<dc:date>2023-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>An Integrated Decision Support Model for effective Institutional Coordination Framework in Public Transportation Planning</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/1834" rel="alternate"/>
<author>
<name>Ndiema, Kevin Maraka</name>
</author>
<author>
<name>et al.</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/1834</id>
<updated>2023-06-14T08:36:44Z</updated>
<published>2023-02-01T00:00:00Z</published>
<summary type="text">An Integrated Decision Support Model for effective Institutional Coordination Framework in Public Transportation Planning
Ndiema, Kevin Maraka; et al.
The lack of coordination among global institutions responsible for planning public&#13;
transportation is a persistent issue. To tackle this issue, three strategies aimed at promoting&#13;
sustainability have been proposed. However, there is a significant deficiency in preferentially&#13;
prioritizing them, which poses a significant issue for local governments. In this study, a twostage&#13;
model is established by combining the Step-wise Weight Assessment Ratio Analysis and&#13;
the Technique for Order of Preference by Similarity to Ideal Solution methods into a unique&#13;
interval-valued spherical fuzzy framework. This allows for determining the criteria weights and&#13;
ranking the strategies. The results of our investigation show that effective institutional&#13;
coordination in public transportation planning can be achieved through the implementation of&#13;
good governance principles. By doing so, Nairobi's local government can tackle the unexpected&#13;
division of public transportation agreements among different institutions and guide the various&#13;
sectors in executing their transportation plans while still adhering to the established policy&#13;
objectives
</summary>
<dc:date>2023-02-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>CALIBRATION AND VALIDATION OF SWMM MODEL IN A SUB CATCHMENT IN ELDORET TOWN, KENYA</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/1426" rel="alternate"/>
<author>
<name>Rotich, Abraham Mettoa</name>
</author>
<author>
<name>Kiptum, Clement Kiproticha</name>
</author>
<author>
<name>Chessum, Emmanuel</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/1426</id>
<updated>2021-11-03T06:45:49Z</updated>
<published>2020-04-01T00:00:00Z</published>
<summary type="text">CALIBRATION AND VALIDATION OF SWMM MODEL IN A SUB CATCHMENT IN ELDORET TOWN, KENYA
Rotich, Abraham Mettoa; Kiptum, Clement Kiproticha; Chessum, Emmanuel
Flooding in Eldoret town has been occurring during heavy downpours resulting in loss of property, live and interruption of transportation systems. This study aimed at determining the catchment characteristics in Eldoret town for the calibration and validation of SWMM5 model. This model was developed by US Environmental Protection Agency. The model has been evolving from Version 1 in 1971 to Version 5 of 2005 called SWMM5. It can simulate runoff quantity in any given catchment. Rainfall was measured using rain gauge while discharge was measured using current meter. Digital Elevation Model of the study area was also obtained. The results showed that the catchment drained an area of approximately 696.5 hectares with a total of 23 sub catchments. The average slope was found to be 2.57% and the mean average imperviousness was 25.72%. The drain base flow was found to be 0.002 m3/s. However, during prolonged rainfall, the discharge increased up to 32.4 m3/s. The maximum rainfall observed during the study period was 32.4 mm which resulted in the maximum average discharge of 0.131m3/s and resulted in overflow in the drain. Calibrated model had N-Imperv of 0.45, Dstore-Imperv of 2.5 and Dstore-Perv of 8. ISE values of 1.9 and 1.4 were observed for calibration and validation, respectively. NSE values of 0.97 and 0.99 were observed for calibration and validation, respectively. This meant that model excellently simulated rainfall-discharge relationship in the study area and can be used for final design by the Eldoret town engineers. Future study is required to calibrate the model based on more measurements of rainfall and their discharges in the catchment.
</summary>
<dc:date>2020-04-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Challenges Facing Graduate Structural Engineers in  the Building Construction Industry in Kenya</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/971" rel="alternate"/>
<author>
<name>Bett, Barnabas</name>
</author>
<author>
<name>Simiyu, John</name>
</author>
<author>
<name>Dimo, Herbert</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/971</id>
<updated>2021-05-18T12:50:38Z</updated>
<published>2019-01-01T00:00:00Z</published>
<summary type="text">Challenges Facing Graduate Structural Engineers in  the Building Construction Industry in Kenya
Bett, Barnabas; Simiyu, John; Dimo, Herbert
Despite a number of challenges, training institution Kenya has produced structural engineers in the &#13;
building and construction field. As a result, there have been problems facing these apprentices that &#13;
have led to questions concerning their competencies in the Kenyan building and construction &#13;
industry. Mitigating such foreseeable problems, require proper policy planning, which can only be &#13;
enacted after findings of facts have been adduced. The purpose of this study was therefore to &#13;
determine the challenges facing university trained structural engineers in the construction industry &#13;
in Kenya. The research design in the study was cross-sectional survey research design. Purposive &#13;
sampling was employed in collecting the data. The study population comprised practicing structural &#13;
engineers trained at the universities offering building construction, civil engineering and structural &#13;
engineering. Questionnaires were used to collected data from the sampled respondents in the &#13;
building industry. Proportional analysis techniques and statistical chi-square test was used to &#13;
analyze the data. Information on problems facing the engineers and perception of the engineering &#13;
graduates concerning university training were collected from 89 Kenyan university trained &#13;
practicing Structural engineers. The data collected was analyzed using the Statistical Package for &#13;
Social Science (SPSS 23.0) presented inform of descriptive statistics, bivariate correlations frequency distribution, cross-tabulation and Chi-square (2&#13;
) tests. The results obtained revealed &#13;
that, graduates had problems related to initial choice of the course, for which they did not have &#13;
interest in and hence poor content coverage. These results demonstrate the need for &#13;
establishment of a clear policy aimed at regulating the learning resources for structural engineers &#13;
at the universities appropriately. Moreover, there is need for standard resources for the teaching of &#13;
the programme and the need for higher educational funding scheme for research in the &#13;
universities.
</summary>
<dc:date>2019-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Design and Fabrication of a Pedal Powered Paddy Rice Thresher International</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/563" rel="alternate"/>
<author>
<name>Mutai, Emmanuel</name>
</author>
<author>
<name>Ochieng, Macmillan</name>
</author>
<author>
<name>Swaleh, Mohammed</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/563</id>
<updated>2020-10-23T08:48:18Z</updated>
<published>2018-01-01T00:00:00Z</published>
<summary type="text">Design and Fabrication of a Pedal Powered Paddy Rice Thresher International
Mutai, Emmanuel; Ochieng, Macmillan; Swaleh, Mohammed
The  main  objective  of  this  study  was  to  design  and  fabricate  a hand  operated  pedal  powered  thresher  for  threshing,  separating, and cleaning rice paddies. The  major components of the machine include   threshing,   separation   and   cleaning   units.   Threshing operation is achieved by rotational motion of a cylinder fitted with beater spikes above a stationary grid which results in the removal of  the  paddies  from  the  bulk  straws.  After  being  beaten  out,  the grains  fall  into  the  cleaning  unit  which  consists  of  a  sieve  that undergoes  a  reciprocating  motion.  The  machine  is  simple,  less bulky  and  the  ergonomic  considerations  in the  design  allows  for comfortable  use  and  can  easily  be  operated  by  either  male  or female.   The   designed   and   fabricated   pedal   powered   paddy thresher  fitted  with  winnowing  equipment  substantially  reduces human  drudgery  in  threshing  at  an  affordable  cost  and also reduces  the  time  used  for  threshing  operation  on  small  farms. Threshing  was  efficient  for  moisture  content  between  20%  and 23%. Total power required by the machine was 84 watts operating at  400  rpm.  This  power  is  produced  through  human  operated pedal mechanism. Performance test revealed that the efficiency of the machine was 92% with a through put of 90 kg per hour.
</summary>
<dc:date>2018-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Analysis of Energy Storage and Return foot stiffness by Coupling Musculoskeletal and Finite Element Simulation</title>
<link href="http://41.89.164.27:8080/xmlui/handle/123456789/562" rel="alternate"/>
<author>
<name>Ng'etich, Gilbert</name>
</author>
<id>http://41.89.164.27:8080/xmlui/handle/123456789/562</id>
<updated>2020-10-23T08:33:31Z</updated>
<published>2018-01-01T00:00:00Z</published>
<summary type="text">Analysis of Energy Storage and Return foot stiffness by Coupling Musculoskeletal and Finite Element Simulation
Ng'etich, Gilbert
Transtibial  amputees  currently  have  numerous  prostheses  in  the  market  which  are  aimed  at improving  the  control,  cosmetics  and  comfort.  Each  of  the  three  categories  of  prosthetic  feet  namely; conventional,  energy  storage  and  return,  and bionic  feet  have  different  characteristics.  Current  studies  reveal that energy storage and return feet offer better performance as compared with conventional prostheses. In this study,  evolution  of  the  prosthesis  and  the  significance  of  mimicking  human  ankle-foot  biomechanics  is highlighted. Lower  limb  amputations  occur  due  to  Peripheral  Vascular  Disease,  Diabetes,  War  and  accidents  .It  is associated  with  mortality,  morbidity,  and  disability.  Transtibial  amputees  exhibit  loss  of  plantar  flexor musculature [1,  7] resulting  in  greater  intact  leg  stance  times [12]and  asymmetrical  gait  comorbidity  in  their residual  and  intact  legs [2,  7].Below-knee  amputees  lose  the  functional  use  of  the  ankle  muscles,  which  are critical  during  walking  to  provide  body  support,  forward  propulsion,  leg-swing  initiation  and  mediolateral balance [3,  7]. During early and pre-swing, amputees exhibit increased hamstring and rectus femoris activity on residual  leg [12].Prosthetic  foot  do  not  allow  sufficient  dorsiflexion  even  on  levelterrain  and  possess  inertia asymmetry. Further improvements ought to be incorporated to adjust the degree of dorsiflexion [4], absorb shock on  impact [10],  and  improve  inertia  gait.  Unilateral,  transtibial  amputees’  clinical  efficacy  is  dependent  on appropriate prosthetic  foot stiffness [6].Proper prosthetic  foot selection with appropriate design characteristics is critical for successful amputee rehabilitation. Use of laminated composites in the manufacture of prostheses is vital due to their high stiffness and low density.Many   researchers   have   reported   that   unilateral   below-knee   amputees   (BKA)   walk   asymmetrically   and differently from able-bodied people [1-10, 17].Researchers have given varied reasons. It is generally believed that socket fit, prostheticalignment, and prosthetic components (including prosthetic parts'  weight and design) can all influence the gait of amputees [2-7,12,18-19].Others argue that due to loss of plantar flexor muscles, there would be greater intact leg stance times and asymmetrical gait comorbidity in their residual and intact legs. Moreover,   degenerative  changes  in  the  lumbar  spine  and  knees  would  occur  due  to  the  asymmetrical  walking  that overloads the musculoskeletal system [7, 12].This research will come up with an analysis of the energy storage and return foot coupling musculoskeletal and finite  element  analysis  with  aim  of  improving  amputee  gait.  The  analysis  of  the  foot  is  performed  using  the boundary  conditions  of  ISO-10328  and  ISO-22675.The  prosthetic  foot  serves  to  substitute  the  loss  of  tendons and  muscles  of  the  intact  foot  due  to  amputation.    Further  series  of  computer  simulation  of  ESAR  foot  is performed using Altair Hyper works 14.0 to investigate the effect of stiffness on the tibia section of foot, muscleactivity, residual and intact ground reaction forces  with aim of coming up with an optimal  design.The results of this study would add to the core knowledge regarding prosthetic feet features and their effects on gait, making them directly relevant to prosthesis design and prescription.
</summary>
<dc:date>2018-01-01T00:00:00Z</dc:date>
</entry>
</feed>
