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International Journal of Construction Engineering and Planning

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International Journal of Construction Engineering and Planning

International Journal of Construction Engineering and Planning is primarily devoted to scientific articles and comprehensive reviews that are focused on the quality control, risk assessment, resource management in the field of construction engineering and planning. Journal also focuses on the production planning, critical path method that can create an impact on the ongoing research.

Focus and Scope of the Journal ! Construction estimating software ! Construction management ! Cost engineering ! Earthquake engineering ! International building code ! Structural engineering ! Work breakdown structure ! Construction material handling ! Production planning, specifications ! Quality control ! Critical path method (CPM) ! Resource management ! Resource leveling ! Risk assessment ! Work breakdown structure

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PUBLICATION MANAGEMENT TEAM

Chairman Mr. Puneet Mehrotra Managing Director, JournalsPub, New Delhi

INTERNAL MEMBERS

Associate Manager Hidam Renubala

Commissioning Editors Ankita Singh

Priyanka Garg

Akanksha Marwah

Chhavi Goel

Deepika Bhadauria

Shrawani Verma

EDITORIAL BOARD MEMBERS Dr. Pradeep Kumar Agarwal Department of Civil Engineering, Maulana Azad National Institute of Technology, Bhopal (MP), India

A. F. M. Saiful Amin Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh

Dr. Saad Issa Sarsam Department of Transportation and Engineering, University of Baghdad, Iraq

Dr. Rahul V Ralegaonkar Department of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur (Maharashtra), India

Dr. Raji Z. Al- Ani School of Applied Sciences, Skills and Technology - Loyalist College, Belleville, Ontario, Canada

Dr. R. Srinivasa Kumar Department of Civil Engineering, University College of Engineering, Osmania University, Hyderabad, India

Dr. Govardhan Bhatt National Institute of Technology Raipur, India

Dr. M. V. Molykutty, Professor, Dept. of Civil Engg, B.S. Abdur Rahman University, Chennai, India

Dr. V. R. Sastry, Professor of Mining Engineering, HOD Training & Placement, Director Central Mine Planning & Design Institute Ltd., Director- KIOCL Limited National Institute of Technology Karnataka Surathkal, Mangalore, India

Amarsinh Babanrao Landage Assistant Professor Govt. College of Engineering, Karad Tal. Karad, Dist. Satara, Mahrashtra, India

Dr. Rajan L. Wankhade Assistant Professor, Government College of Engineering, Karad, Maharashtra, India

Prof. Ali M. Gharavimajdi Professor, Amirkabir University of Technology, Tehran, Iran

From the Editor's Desk Dear Readers, We would like to present, with great pleasure, the inaugural volume of a new scholarly journal, International Journal of Construction Engineering and Planning. This journal is part of the Engineering Sciences, and is devoted to the scope of present Construction Engineering issues, from theoretical aspects to application-dependent studies and the validation of emerging technologies. This new journal was planned and established to represent the growing needs of Construction Engineering as an emerging and increasingly vital field, now widely recognized as an integral part of scientific and technical investigations. Its mission is to become a voice of the Civil Engineers community, addressing researchers and practitioners in this area. The core vision of International Journal of Construction Engineering and Planning in Journals Pub is to propagate novel awareness and know-how for the profit of mankind ranging from the academic and professional research societies to industry practitioners in a range of topics in Construction Engineering in general. Journals Pub acts as a pathfinder for the scientific community to published their papers at excellently, well-time & successfully. International Journal of Construction Engineering and Planning focuses on original high-quality research in the realm of Construction estimating software, Construction management, Cost engineering, Earthquake engineering, International building code, Structural engineering etc. The Journal is intended as a forum for practitioners and researchers to share the techniques of Construction Engineering and Planning and solutions in the area. Many scientists and researchers have contributed to the creation and the success of the Civil Engineers community. We are very thankful to everybody within that community who supported the idea of creating an innovative platform. We are certain that this issue will be followed by many others, reporting new developments in the field of Construction Engineering and Planning. This issue would not have been possible without the great support of the Editorial Board members, and we would like to express our sincere thanks to all of them. We would also like to express our gratitude to the editorial staff of JournalsPub, who supported us at every stage of the project. It is our hope that this fine collection of articles will be a valuable resource for Civil Engineering readers and will stimulate further research into the vibrant area of Construction Engineering and Planning. Puneet Mehrotra Managing Director

Contents 1. Sustainable Contractual Disputes in Managing Construction Project Raji Z. Al-Ani, Heba Al-Qaisi, Faisal Arain

2. Evaluation of Manpower Training and Development in Nigeria Construction Industry B. Aruleba Olalekan,. Adeyemo Dele, J. Lawalson Temitope

3. Analysis of Various Thicknesses of Shear Wall With Opening and Without Opening and Their Percentage Reinforcement S.H. Jagadale, N.L. Shelke

4. Management of Technologyâ&#x20AC;&#x201C;Theory and Practice Anil Kr. Chojar, Aditya Chojar

5. Analysis of Flat Slab by MATLAB Coding S.P. Nirkhe, D.N. Kakade

International Journal of Construction Engineering and Planning ISSN: 2456-2335(online) Vol. 2: Issue 1

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Sustainable Contractual Disputes in Managing Construction Project Raji Z. Al-Ani1*, Heba Al-Qaisi2, Faisal Arain3 1

Department of Construction Engineering and Management, School of Civil Eng., Loyalist College, Belleville, Canada 2 Isra University, Pakistan 3 SSBEM, NAIT, Edmonton, Canada

Abstract Understanding of the differences of construction dispute resolution processes and their ticklish methods will be undoubtedly priceless and precious to project managers in dealings with construction disputes, as they become an inescapable part of construction projects. The study is conducted to identify the main causes and impacts on project performance baselines (scope, cost and schedule). Outcomes of this study showed that the causes of contractual disputes are mainly related to: designers, site conditions, late deliveries, financial situations and increase in quantity. The research concluded that special attention must be given to the causes that outlined in this study will assist project managers in minimizing the risk of having contractual disputes and their impacts on projects baselines. Keywords: contractual disputes, construction management, procurement management, project management, sustainable management

INTRODUCTION Disputes are becoming increasing common in client-contractor work in today's construction projects. Construction dispute resolution processes and their ticklish methods are priceless and precious to project managers in dealings with construction disputes. Dispute resolution may include a various activities ranging from the selection of a resolution process to participation in actual resolving process and negotiation and from negotiation to formal proceedings like litigation.[1] A construction project is a compound processes involving several activities, skills and efficiency and always subject to changing environment. Therefore, dispute effects could make a project impossible to sustain from cost and time overruns, and it makes a project owner bears a serious loss and profit and consequently the project may fail. Contractual disputes are

expensive, time-consuming and annoying. They can add basically to the cost of a contract, as well as nullifying some or all of its advantage or interests. They can also influence the accomplishment of value for money.[2] Good dispute management comprises a selection of the most suitable resolution process available. A clear resolution of construction contractual dispute is a compound principles and sizes, where much human expertise employed in monitoring and settling it. The research work has been divided into two parts, the first one reviewing previous literatures and researched, as a knowledge base and evaluation baseline for this

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International Journal of Construction Engineering and Planning ISSN: 2456-2335(online) Vol. 2: Issue 1

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Evaluation of Manpower Training and Development in Nigeria Construction Industry B. Aruleba Olalekan*, I. Adeyemo Dele, J. Lawalson Temitope Department of Building Technology, Rufus Giwa Polytechnic, Owo-Ondo State, Nigeria

Abstract Lack of technical and managerial skill is often identified as one of the major problem facing construction industry in developing countries resulting in poor competitiveness with their developed and industrialized counterparts. Research had shown that building failure is not only caused as result of inefficient design, lack of standard materials, but also due to lack of skilled labour in the construction project. This research evaluate manpower training and development in the construction industry in Ondo State Nigeria with a view to identifying and assess the training method for each categories of employee in the industry, challenges to training and development of workers in the construction industry and impact of manpower training and development on employees and employers. Data for the study were obtained through well-structured questionnaire administered to building professionals in the construction firm in Ondo State Nigeria. The data were presented and analysed using descriptive statistics and inferential and mean score index. Some of the findings of the study revealed that in house training and in service training method is preferred by construction industry. Attitude of top management and lack of fund was seen as the major challenges militating against training of employees. The study recommends that manpower training and development must be sustained by all stakeholders in the industry in order to improve workers productivity; organization should adopt right method in training each category of employee and carry out the need assessment for training to avoid training a wrong employee. Keywords: construction industry, employee, employer, training and development

BACKGROUND OF THE STUDY Training and development has been concerned not only with helping individuals adequately fill their positions, but has also helped organizations as regards to working methods, working conditions, quality of output and improvement. Training and development, though primarily concerned with people, is also concerned with technology, materials and time. Falana (2002)[1] posits that the effectiveness and success of an organization lies on the people who form and work within the organization. The observation of Onuka (2006)[2] implies that

it is the developed human capital of a nation that constitutes its wealth. It follows, therefore, that employeesâ&#x20AC;&#x2122; performance in respect of achieving organizational goals and successes is a function of the quantum of the relevant skills and knowledge, and positive work attitude they have been able to acquire from constant manpower development programmes whether through committee/on the job training or in-house training programmes of out of work training courses they attended.

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International journal of Construction Engineering and Planning ISSN: 2456-2335(online) Vol. 2: Issue 1

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Analysis of Various Thicknesses of Shear Wall with Opening and Without Opening and Their Percentage Reinforcement S.H. Jagadale*, N.L. Shelke 1

Civil Engineering Department, Dr. D.Y. Patil School of Engineering and Technology, Charholi(Bk) Pune, India

Abstract Due to increase in population spacing in India is needed, especially in urban areas. Structural engineers in the seismic regions across the world often face the pressure to design high rise buildings with stiffness irregularities, even though they know these buildings are vulnerable under seismic loading. Today’s tall buildings are becoming more and more slender, leading to the possibility of more sway in comparison with earlier high rise buildings. Improving the structural systems of tall buildings can control their dynamic response. With more appropriate structural forms such as shear walls and improved material properties. Lateral forces of wind and earthquake are usually resisted by shear walls which are parallel to the direction of lateral load. These shear walls, by their shearing resistance and resistance to overturning, transfer the lateral loads to the foundation. In the seismic design of buildings, reinforced concrete structural walls, or shear walls, act as major earthquake resisting members. The properties of these seismic shear walls dominate the response of the buildings, and therefore, it is important to evaluate the seismic response of the walls appropriately. A shear wall may contain many openings due to the functional requirements such as doors and windows, which may largely affect the overall seismic response of the structure. An earthquake load is applied to a building of ten stories located in zone V. In this present study, main focus is to determine effectiveness of shear wall with various thicknesses, and also vertical opening, staggered opening and without opening has been studied with the help of different models and also analysis and observe the behavior of shear wall with and without openings in shear wall under seismic loads. Keywords: base, response spectrum method, shear, shear wall, time period

INTRODUCTION General Information In modern high rise buildings, shear walls are generally used as a vertical structural element for resisting the lateral loads that is induced by the effect of wind and earthquakes, they will have the strength and stiffness to resist the horizontal forces. Lateral forces caused by wind, earthquake, and uneven settlement loads, in addition to the weight of structure and occupants; create powerful twisting (torsion) forces.

These forces can literally tear (shear) a building apart. Reinforcing a frame by attaching or placing a rigid wall inside it maintains the shape of the frame and prevents rotation at the joints.[1,2] Shear walls not only help to prevent catastrophic collapse, but they also help to prevent small-scale damage like cracked drywall and fractured tile. Shear walls play

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International Journal of Construction Engineering and Planning ISSN: 2456-2335(online) Vol. 2: Issue 1

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Management of Technologyâ&#x20AC;&#x201C;Theory and Practice Anil Kr. Chojar*, Aditya Chojar drakc Consulting and Management Solutions, New Delhi, India

Abstract Successful companies often link engineering, science, and management disciplines to develop and enhance their technological capabilities to achieve their strategic objectives besides giving competitive advantage to themselves on the basis of proprietary knowledge and knowhow. As a result, they are making judicious use of technologies in launching their products in the market. This study is based on the theory of technological change process, which was developed by the ideas of Josef Schumpeter (1942), who saw innovation as a precursor to the present-age capitalist system. Schumpeter, listed three stages through which a new, and superior technology driven product is introduced in the marketplace. These three stages of new technology are invention, innovation, and diffusion, whose cumulative economic impact is collectively referred to as a technological change. The importance of an invention increases the probability of a new firm formation by commercializing the invention and exploiting the financial benefits to derive higher economic value for the entrepreneur. Technological change in small measure happens by undertaking incremental improvement of existing technology as opposed to introducing radical improvement, which is a new approach to a technical practice. While an incremental improvement supports the position of established firms, a radical improvement may undermine the position and activities of established firms. Therefore, established firms often choose not to pursue radical opportunities, leaving them to independent entrepreneurs, which give the latter a greater push to create new firms. Technological opportunities via new inventions which also offer more intellectual property protection are more likely to be commercialized by a new firm creation. The role of funding for starting new business ventures or small firms is also discussed. Further, the use of S-Curve is analysed to highlight the technology performance, product comparisons, and to illustrate the introduction and maturation of innovations as well as the technological cycles, including adoption of new technologies. Keywords: adoption, invention, innovation, new technology, productivity, performance, R&D, S-curve, technological change, venture capital.

INTRODUCTION Management of Technology explained Management of Technology (MOT) can be defined as linking engineering, science, and management disciplines to plan, develop, and implement technological capabilities to shape and accomplish the strategic and operational objectives of an organization (U.S. National Research

[1] Council, 1987). Technology management methods are most effective when they support the overall strategic objectives of an organization, and are aligned with the corporate strategy of a firm.

Technology management can also be explained as the set of policies and

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International Journal of Construction Engineering and Planning ISSN: 2456-2335(online) Vol. 2: Issue 1

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Analysis of Flat Slab by MATLAB Coding S.P. Nirkhe*, D.N. Kakade Department of Civil Engineering, Peoples Education Society’s College of Engineering, Aurangabad, Maharashtra, India

Abstract A reinforced concrete slab supported by columns with, or without drop is called as flat slab. The columns for flat slab provided with, or without column heads. Flat slab is a universal structural component widely used in construction now-a-days. Flat slab requires minimum depth as compared to other slab, hence saving in material cost, speedy construction and it allows flexible column grids. MATLAB programming helps in high-performance numerical computation and perceptions. It provides an interactive environment with hundreds of builtin functions for technical computation, graphics, and animation. Best of all, it also provides easy extensibility with its own high-level programming language. The aim of this study is to analyze the flat slab in India followed by a review of design methods for flat slab structures design with MATLAB Programming for the easy application for the design of flat slab and creating MATLAB coding for the flat slab. Keywords: ACI-318, flat slab, IS 456-2000, MATLAB

INTRODUCTION Reinforced concrete (RC) flat slab floors lead to architecturally pleasing buildings and bridges as well as simplifying and accelerating site operations. They allow easy and flexible partitioning of space and reduce the overall height of tall buildings. A part of the slab bounded on each of its four sides by the center line of column is called panel. The flat slab is often thickened close to supporting columns to provide adequate strength in shear and to reduce the amount of negative reinforcement in the support regions. The local thickening of slab in the region of column is called drop or drop panel. Column head is a local enlargement of the column at the junction with the slab, to increase the capacity of the slab for resisting two-way shear action and to reduce negative bending moments at the support. C. A. P. Turner [1] investigated the flat slabs in U. S. A. in 1906 mainly using spontaneous and fundamental ideas, which

was the start of this type of construction. They have tested the maximum slabs for its load carrying capacity in USA during 1910–20. Nicholas [2] has proposed a simple static method of analysis regarding flat slabs. This method is used commonly for the design of flat slabs or flat plates and is well known as the direct design method. Practicing structural engineers commonly use the equivalent frame method with equivalent beams as investigated by Deshpande. [3] Objectives and Scope In present work, a flat slab system is a significant advancement in the building technology. It has been observed that to investigate the fragility of flat slab reinforced concrete systems. The main objective of the paper is to study method

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« « « «

¬ ¬ International Journal of Industrial Engineering

Manufacturing International Journal of Mechanical Dynamics and Analysis International Journal of Fracture and damage Mechanics International Journal of Structural Mechanics and Finite Elements

and Design ¬ International Journal of Manufacturing and

Materials Processing ¬ International Journal of Mechanical Handling and

Automation 5 more...

Electronics and Telecommunication « International Journal of Radio Frequency Design « International Journal of VLSI Design and Technology « International Journal of Embedded Systems and Emerging

Technologies « International Journal of Digital Electronics « International Journal of Digital Communication and Analog

Chemical Engineering « International Journal of Renewable Energy and its

Commercialization « International Journal of Environmental Chemistry « International Journal of Agrochemistry « International Journal of Prevention and Control of Industrial

Pollution

5 more...

Signals

1 more...

Civil Engineering

Architecture « International Journal of Housing and Human Settlement

Planning « International Journal of Architecture and Infrastructure

Planning « International Journal of Rural and Regional Planning

« « « «

Development

« International Journal of Town Planning and Management

Electrical Engineering

IJCEP

Material Sciences and Engineering

« « « «

5 more...

Biotechnology « International Journal of Industrial Biotechnology and « « « «

Jan – June 2016

« « « «

Nursing « « « « «

International Journal of Construction Engineering and Planning

2 more...

« « « « «

e-ISSN: 2456-2335

Nanotechnology « International Journal of Applied Nanotechnology « International Journal of Nanomaterials and Nanostructures « International Journals of Nanobiotechnology

Chemistry

Physics « International Journal of Solid State Materials « International Journal of Optical Sciences