Scientific Program

Conference Series Ltd invites all the participants across the globe to attend 5th World Congress and Exhibition on Construction and Steel Structure Los Angeles, California, USA.

Day :

  • Fire Safety Engineering | Safety Management in Construction | Construction Industry | Durability | Structures

Session Introduction

Scott A Arias

Eastern Kentucky University, USA

Title: OSHA Data Initiative’s (ODI) meaning and findings
Biography:

Scott Arias is an Assistance Professor at Eastern Kentucky University teaching construction management. His prior positions include Director of Design-Build Construction, Director of Construction, Senior Operations Manager, Force Operations Chief and numerous other project supervision and management positions. His background includes experience in construction management, recruiting, safety and quality control. He is a retired Seabee Builder Senior Chief Petty Officer with duty stations at Naval Mobile Construction Battalion 1 and 7, Camp David, Naval Medical Center Bethesda, and Central Command Bahrain. With certifications in safety, construction, scheduling, environmental and quality control he is an expert in both industry and academia

Abstract:

During a research study conducted in 2013, using data from the 2008 OSHA Data Initiative (ODI), several research findings became apparent about safety statistical data provided by OSHA. These research findings included analysis of mishaps by organizational type, ownership, annual revenue and numerous other organizational wide variables that were studied. These findings serve as the basis for conclusions that will be presented, primarily focused on the statistical data meanings and the findings that have relevance to the safety within the industrialized world

Biography:

M Manikandan is the Sr. Structural Engineer-1 at Gulf Consult-Kuwait with responsibility for Designing and Construction Consultation of the tall buildings, Colleges, Shopping Complexes, Multistory Car Parks, Hospitals, Bridges and Deep Underground structures by considering the Structural requirements and adequate construct able systems to complete the projects within allocated budget and time schedule. Prior to joining Gulf Consult-Kuwait, he has worked as Structural Engineer at several companies, including RECAFCO-Kuwait, SAEED HADI ALDOOSARY EST-Saudi Arabia. He has received PhD in risk management in International Construction Projects as an external part-time researcher with Vels University Chennai, India, on March-2017 and received civil engineering degree from Kamraj University Madurai-India on April 2000. He has received MBA in Project Management from Sikkim Manipal University-India in 2012. His professional interests focus on Construction/Project Management, Structural Management and Risk Management in the construction projects and his current projects include Kuwait International Airport Project, College of Engineering and Petroleum, College of Science and College of Business for women in the Sabah Al Salim Al Sabah University City, Shadadiya–Kuwait and he has published 50 papers in International and National Journals and Given many keynote speeches about Skyscrapers, Risk management and constructability’s considerations in the international conferences.

 

Abstract:

Managing risks in construction projects have been recognized as a very important management process in order to achieve the project objectives in terms of time, cost, quality, safety, and environmental sustainability. However, thus far most research has focused on some aspects of construction risk management rather than using a systematic and holistic approach to identify risks and analyze the likelihood of occurrence and impacts of the risks. Aims to identify and analyze the risks associated with the development of construction projects from project stakeholder and life cycle perspectives. This research also found that risks spread through the whole project life cycle and many risks occur in more than one phase, with the construction stage as the riskiest phase, followed by the feasibility stage. This research would conclude that clients, designers and government bodies must work cooperatively from the feasibility phase onwards to address potential risks in time, contractors and subcontractors with robust construction and management knowledge must be employed early to make sound preparation for carrying out safe, efficient and quality construction activities. A building project is a process where each activity and phase include different risks that should be handled by the project participants. Nowadays, the building market is developing very fast and it is important to deliver the project to the client on time and within the budget, each decision made in the conceptual design phase can have an impact on other phases and bring consequences that could be negative for the building project, assignments in a building project, such as conceptual, preliminary, design development and construction execution has performed by a project participants according to the role, can also be referred to a project or a project task, because it contains the parts that the project teams work on within a company. The risks related to critical events in the project tasks are managed by the project participants according to their responsibilities defined in the contract form. The risks managed in the project tasks are an integral part of the risk existing in the building projects to complete on time and within the budget

Biography:

Zhang Yanxia has rich achievements in the research and development of fabricated steel structure and high-performance steel structure system. She chaired the National Natural Science Fund and other countries and provincial and ministerial projects more than 10 items, publishing materials 1, monographs 1, the National Invention Patent Authorization 8, published a high level of papers more than 70. Beijing has been selected as the backbone of middle-aged and young cadres and excellent talent. At present, the director of China Steel Structure Association, the executive director of the Housing Steel Structure Branch, the director of the Stability and Fatigue Branch, the director of the Steel structure Design branch, the National High Building earthquake Resistance Professional committee member, the Chinese Survey Design Association structural design Branch Director. EI periodical "Engineering Mechanics" and "vibration and impact" reviewers, the National Natural Science Foundation Project expert reviewers

Abstract:

The structural system of the resilient prestressed steel frame with intermediate column contain friction damper and the typical details of the intermediate column containing friction dissipating damper was put forward for researching the resilient capacity to large-span prestressed steel structures. An eight-story prototype structure was designed and a pseudo-dynamic test of the first story plane frame containing the intermediate column with friction damper subjected to El-Centro ground motion for PGA= 0.07g, 0.2g, 0.4g, 0.51g, 0.62g, 0.8g, and 1.0g was conducted. In this paper, the numerical simulation toward the pseudo-dynamic test was carried out by adopting finite element analyzing software Abaqus. The hysteretic curves, the cable forces, the self-centering capacity, the gap-opening, the structural stiffness, the strain variation as well as the energy dissipating capacity were compared with those from the test and analyzed. The results show that both the results achieved from the test and the numerical simulation were in coincidence; the intermediate column containing friction damper not only increase the structural stiffness but enhance the energy dissipating capacity of the structure. The main structure still remains elastic except the reinforcing plate of the beam flange and the foot of the column. The story shear force-displacement hysteretic curves of the first story frame was achieved which presented to be in shuttle shape. The loss of the cable force in steel strand is very little after the test which indicates that the anchorage method of the prestressed steel strand is reliable as well as the structure possess an out-standing self-centering mechanism and resilient capacity to resist earthquakes and aftershocks with large magnitudes.