ORIGINAL_ARTICLE
SMART CRITICAL PATH METHOD AS A MODIFIED DETAILED SCHEDULING TECHNIQUE
Now more Construction managers depends on scheduling tools based Critical Path Method (CPM) to can obtain total project duration plus activities’ float that leads to more efficiency for controlling and planning the studied construction projects. CPM was the best tool for construction projects time schedule but nowadays researchers were focused on drawbacks that loose its use as a decision making technique. This paper shows most of CPM drawbacks and discusses a modified tool for CPM model that is named Critical Path Segments (CPS). This CPS scheduling technique solves CPM drawbacks by three main ways: (1) Dividing duration of project activity into separated time segments; (2) All activities relationships were switched into sequential relation as finish to start and (3) Calculations and analysis were done by using forward path. Sample cases of studies were included to focus on CPM shortages and CPS detailed calculations and analysis were illustrated showing this CPS technique can handle the schedules by best way.
https://jesaun.journals.ekb.eg/article_107365_0adac5d8a1dea9f81ff1ee335b17a2af.pdf
2020-01-01
1
10
10.21608/jesaun.2020.107365
Scheduling
Critical Path method
Critical Path Segments
time control and Construction management
Yasser M.R.
Aboelmagd
yasser@ubt.edu.sa
1
Civil Engineering Department, College of Engineering, University of Business and Technology, UBT, Jeddah, Saudi Arabia
LEAD_AUTHOR
[1] Jeonghoon L., Moonseo P., Hyun-Soo L. and Hosang H. (2019) “Classification of Modular Building Construction Projects Based on Schedule-Driven Approach” Journal of Construction Engineering and Management, Volume 145 Issue 5.
1
[2] Herold S. C. (2004) "Enhanced PDM - Concepts and benefits." AACE International Transactions, PS.09.1-PS.09.8.
2
[3] Plotnick F.L. (2006) "RDM - Relationship diagramming method" AACE International Transactions, PS.08.1-PS.08.10.
3
[4] Ponce de Leon, G. (2008) "Project planning using logic diagramming method" AACE International Transactions, PS.S05.1-PS.S05.6.
4
[5] Lu M., and Lam H. (2009) "Transform schemes applied on non-finish-to-start logical relationships in project network diagrams" Journal of Construction Engineering and Management, ASCE, 135 (9), 863-873.
5
[6] Menesi W. (2010) "Construction Scheduling Using Critical Path Analysis with Separate Time Segments" A thesis presented to the University of Waterloo for the degree of Doctor of Philosophy in Civil Engineering Waterloo, Ontario, Canada, 2010.
6
[7] Kerzner H. (2001) "A system approach to planning, scheduling and controlling" John Wiley & Sons, Inc., 2001.
7
[8] Ahuja V. and Thiruvengadam V. (2004) "Project scheduling and monitoring: current research status." Construction Innovation, 4 (1), 19-31.
8
[9] Hammad M., Abbasi A. and Ryan M. (2018) “Developing a Novel Framework to Manage Schedule Contingency Using Theory of Constraints and Earned Schedule Method” Journal of Construction Engineering and Management, Volume 144 Issue 4.
9
[10] Pablo B. (2017) “M-PERT: Manual Project-Duration EstimationTechnique for TeachingSchedulingBasics” Journal of Construction Engineering and Management, Volume 143 Issue 9.
10
[11] Ma G., Wang A., Li N. and Gu L. (2014) ”Improved Critical Chain Project Management Framework for Scheduling Construction Projects” Journal of Construction Engineering and Management, Volume 140 Issue 12.
11
[12] Said H. and Lucko G. (2016) “Float Types in Construction Spatial Scheduling” Journal of Construction Engineering and Management, Volume 142 Issue 12.
12
[13]Fan S. (2012) “Modified Time Impact Analysis Method” Journal of Construction Engineering and Management, Volume 138 Issue 2.
13
ORIGINAL_ARTICLE
MINIMIZING THE FAILURE RISK OF PILE BENT PIER UNDER SEISMIC LOAD USING GROUTING
The need for speed construction increases the use of pile bent piers. The pile bent piers not only reduces the construction time, but also, reduces the construction cost. They reduce the pile cab required frameworks time and cost. However, the behavior of the pile bent pier under seismic load may cause the pile failure under maximum moment acting on the pile under the ground with 2 to 4.5 times the pile diameter. In this research, a parametric study is performed to minimize the risks of pile failure under seismic loads by increasing the pile stiffnesses in the critical location using soil grouting. Different grouting widths (0.5, 1.0, and 1.5 m) are proposed and the effect of the grouting was compared in terms of acting forces on the pile. Grouting width 0.5 m around the pile decreases the seismic moment and increases the shear. However, increasing the grouting diameter than 0.5 m increases the pile stiffness and increases the acting forces.
https://jesaun.journals.ekb.eg/article_107371_0095769b1df55e9a645d9e9f7b71f539.pdf
2020-01-01
11
19
10.21608/jesaun.2020.107371
Pile Bent Pier
Drilled Shaft
Seismic Load
Grouting
FEA-Diana
Ezzeldin K.
Mohemd
1
Construction Research Institute, National water Research Center, Egypt
AUTHOR
Emad
Helal
2
October University for Modern Sciences and Arts (MSA), Egypt
LEAD_AUTHOR
[1] R. Ferdous and A. Thesis, “Pile Capacity Utilization for Bridge Bents Designed Using Simplified Procedures,” Louisiana State University and Agricultural and Mechanical College, 2007.
1
[2] B. Chang, “Simplified Procedure for Analysis of Laterally Loaded Single Piles and Pile Groups,” University of Hawai, 2003.
2
[3] A. E. Kampitsis, E. J. Sapountzakis, S. K. Giannakos, and N. A. Gerolymos, “Seismic soilpile-structure kinematic and inertial interaction-A new beam approach,” Soil Dyn. Earthq. Eng., vol. 55, pp. 211–224, 2013.
3
[4] B. Robinson, M. J. Kowalsky, D. Ph, and M. A. Gabr, “PILE BENT DESIGN CRITERIA By Submitted October 2006 Technical Report Documentation,”, Civil Eng. Dept., North Carolina University, October, 2006.
4
[5] B. S. En, “Eurocode 8 — Design of structures for earthquake resistance —,” vol. 3, 2005.
5
[6] G. Mylonakis, A. Nikolaou, and G. Gazetas, “Soil-pile-bridge seismic interaction: Kinematic and inertial effects. Part I: Soft soil,” Earthq. Eng. Struct. Dyn., vol. 26, no. 3, pp. 337–359, 1997.
6
[7] S.-S. Jeong, S.-Y. Ahn, D.-O. Kwak, J.-K. Lee, sang-y Jeong, Sang-Seom ahn, and J.-K. ong Kwak, Dong-Ok Lee, “A study on the lateral behavior of Pile-Bent Structures with P-D effect,” pp. 77–88, 2006.
7
[8] B. Robinson, V. Suarez, M. A. Gabr, and M. Kowalsky, “Simplified Lateral Analysis of Deep Foundation Supported Bridge Bents: Driven Pile Case Studies,” J. Bridg. Eng., vol. 16, no. 4, pp. 558–569, 2011.
8
[9] T. N. O. Diana, “User ’ s Manual Element Library,” no. Release 9.6, 2015.
9
[10]Y. Xiong, Y. Bao, B. Ye, G. Ye, and F. Zhang, “3D dynamic analysis of the soil– foundation–superstructure system considering the elastoplastic finite deformation of both the soil and the superstructure,” Bull. Earthq. Eng., vol. 16, no. 5, pp. 1909–1939, 2018.
10
[11]D. Bot, “Numerical modelling of an experimental energy pile,” Delft University of Technology, 2017.
11
[12] E. K. Mohamed and E. Khalil, “Innovative solution for the repair of hydraulic structures (regulators),” Water Sci., vol. 32, no. 2, pp. 179–191, 2018.
12
ORIGINAL_ARTICLE
USING OF VHR SATELLITE IMAGES FOR ROAD NETWORK EXTRACTION IN EGYPT
Roads extraction from VHR satellite images are very paramount for GIS and map updating. Due to the high resolution of satellite images, there are many obstacles broken roads such as shadow, and vehicles. The present work aims to find the most suitable road extraction approach that can be applied in the Egyptian environment. In this study, two satellite images from WorldView-2 and WorldView-3 were used. Classification of image by pixel-based and object-based was carried out to find the appropriate classification method for road extraction. Then, road class refinement by morphology and angular texture signature are performed to decrease the misclassifications between roads and other spectrally similar objects. After that, an iterative and localized Hough transform method was compared with the thinning algorithm method to find the proper method that can extract road centerline segments from the refined images. The performance of the extracted roads was estimated by using the common metrics; completeness, correctness, and quality. The results of this work demonstrate that the random tree in object-based classification achieves the highest overall accuracy than other classification methods. Also, thinning algorithm has more advantages than Hough transform.
https://jesaun.journals.ekb.eg/article_109051_a09ff824d32216653cc75e52217d33db.pdf
2020-01-01
20
31
10.21608/jesaun.2020.109051
Road network
Hough transform
thinning algorithm
Morphology
road centerline extraction
and classification
Beshoy
Nady
1
Civil Eng. Dept., Faculty of Engineering, Assuit University, Assuit, Egypt
LEAD_AUTHOR
Yasser
Mostafa
2
Civil Eng. Dept., Faculty of Engineering, Sohag University, Sohag, Egypt
AUTHOR
Yousef A.
Abbas
3
Civil Eng. Dept., Faculty of Engineering, Assuit University, Assuit, Egypt
AUTHOR
Mahmoud
Enieb
m.enieb@aun.edu.eg
4
Civil Eng. Dept., Faculty of Engineering, Assuit University, Assuit, Egypt
AUTHOR
ORIGINAL_ARTICLE
EFFECT OF GRAPHENE OXIDE ON THE MECHANICAL STRENGTH AND MICROSTRUCTURE OF CEMENTITIOUS MATERIALS
Cement-based concrete is used commonly for numerous constructions. Even though, cement has superior properties and great performance, its inherited brittleness is a major setback that needs more investigation for improvement. To eliminate this problem different types of additives, fibers, supplementary cementitious materials and nanomaterials have been used. One of these promising nanomaterials is graphene. This study is to investigate the feasibility of using graphene as a nano-additive to the cement based materials combined with a common used nano-additive such as silica fume as a dispersant. To conduct the study, eleven different mortar mixes were cast to investigate microstructure and mechanical properties of the cement mortar materials which were compared to benchmark samples. The studied parameters were ratios of both silica and graphene. Based on compressive and tensile strength, the results show that graphene can be thought of having the potential to be used as nano-reinforcement to improve the mechanical properties of cement based materials, provided that a proper amount of the dispersion agent is used.
https://jesaun.journals.ekb.eg/article_109052_bd9300ac997d2770974687233d0ca802.pdf
2020-01-01
32
43
10.21608/jesaun.2020.109052
Nanomaterial
graphene oxide
Silica Fume
Additive
cement
M. M.
Rashwan
1
Civil Engineering Department, Assiut University, Egypt
LEAD_AUTHOR
Mohamed FM
Fahmy
mfmf1976@yahoo.com
2
Civil Engineering Department, Assiut University, Egypt
AUTHOR
A.
Abdullah
3
Civil Engineering Department, Aswan University, Egypt
AUTHOR
M.
Hesham
4
Civil Engineering Department, Aswan University, Egypt
AUTHOR
ORIGINAL_ARTICLE
FINITE ELEMENT ANALYSIS AND EXPERIMENTAL INVESTIGATIONS ON HUB FORMING IN A SHEET BY THE HOLE EXPANDING TECHNIQUE
A numerical (finite element) simulation and experiments were carried out to form parts with hubs utilizing the hole expanding (HE) using different punch shapes (conical, flat and spherical) on AISI 1010 steel sheets with varying thickness (0.8, 1.00, 1.5 and 2mm). Five pre-hole diameters (8, 10, 12, 16 and 20 mm) were used. Effects of punch shape, sheet thickness and pre-hole diameter on load/displacement curves and failure modes were investigated. FE- predicted results showed that the punch shape, sheet thickness and pre-hole diameter were the controlling factors of the formability achieved in the process. From the experimental results, it was noticed that the required load was increased by increasing the sheet thickness and decreasing the pre-hole diameter. Effect of sheet thickness on the displacement at which maximum load occurs was not clear. FE simulation results proved to agree with to the experimental results reflecting the effect of controlling parameters and the beginning of damage modes. Limit processing curves, showing safe and unsafe regions could be determined
https://jesaun.journals.ekb.eg/article_109053_b7deef8e28c7c1326e961b7aa180f6b6.pdf
2020-01-01
44
53
10.21608/jesaun.2020.109053
Hub forming by hole expanding
FE simulation
Punch geometry
damage modes
Forming limit curves
Samy Zein
El-Abden
sami.zein@minia.edu.eg
1
Production Engineering and Mechanical Design Dept., Faculty of Engineering, Minia University, Minia, EGYPT
LEAD_AUTHOR
Raghda
Atef
2
Production Engineering and Mechanical Design Dept., Faculty of Engineering, Minia University, Minia, EGYPT
AUTHOR
ORIGINAL_ARTICLE
DETERMINATION OF BENCH BLAST DESIGN PARAMETERS FOR LIMESTONE QUARRY AT GABLE OKHEIDER, AL AIN EL SUKHNA – WEST OF GULF OF SUEZ, EGYPT
Bench design geometry parameters are considered the important issue of rock extraction. It directly has influences on rock extraction on all surface mines and quarries operation. This paper discuss the bench height calculation according to three important considerations; the stability of slope faces, the safety of the work place and the efficiency of the work place, besides the calculation of optimum working bench level width. Also, determination of optimum blasting bench parameters such as bore hole diameter and depth, spacing - burden ratio, sub-drilling depth, stemming length, stemming material type and size, decks type and decking length, type of explosive, column and bottom charge, powder Factor for limestone quarry at Al Ain El Sukhna – west of Gulf of Suez according to field trial tests.
https://jesaun.journals.ekb.eg/article_109054_dbb2e8cb1d3d7cf62758da162d464dbb.pdf
2020-01-01
54
64
10.21608/jesaun.2020.109054
Mostafa T.
Mohamed
1
Mining and Metallurgical Eng. Dept., College of Eng. Assuit Univ.
LEAD_AUTHOR
Mahran
T
2
Geology. Geo. Dept., College of science. Sohag Univ
AUTHOR
Youssif Sh.
Mohamed
3
quarries and raw materials Dept., El - Sewedy cement Co
AUTHOR
ORIGINAL_ARTICLE
CLASSIFICATION AND ANALYSIS OF URBAN AND ARCHITECTURAL HERITAGE BUILDINGS IN EMARITE OF JAZAN IN KINGDOMOF SAUDI ARABIA
Jazan is considered one of the most important emirates in the Kingdom of Saudi Arabia. Its Architectural heritage is divers due to its wide spread. The heritage buildings in particular represent a huge cultural and heritage wealth and must be preserved by documentation, as the Kingdom is witnessing rapid development and a marked increase in the rates of civil and urban growth, and emerged architectural patterns that are far from their environment. This led to the abandonment of its Architectural heritage, which stems from its specificity, its originality, and is characterized largely by the development of the local characteristics. This represents the need to study and explore the urban heritage in the region, to achieve the local identity of Jazan and to benefit as much as possible from the remaining heritage experiences. In this research, several heritage buildings and urban in Jazan are being categorized and structured, because this type of building and urban fabric gives us a broad and comprehensive idea of how social, economic and political life were pursued. This research is concurrent with interest on the official and popular level towards the case of Jazan in general and the state of the historical region in particular.
https://jesaun.journals.ekb.eg/article_135073_fddcfbffeaa64008d83940d44769684e.pdf
2020-01-01
65
81
10.21608/jesaun.2020.135073
HERITAGE BUILDING
Environmental Buildings
Urban Heritage Fabric
Heritage Architecture
Salma
I. Dwidar
1
Architecture Department, Faculty of Fine arts, Alexandria University, Alexandria, Egypt Architectural Engineering Department, Faculty of Engineering, Prince Sultan University, Riyadh, KSA
AUTHOR
ORIGINAL_ARTICLE
ANALYTICAL STUDY OF HERITAGE RESIDENTIAL BUILDINGS IN THE CENTRAL REGION OF SAUDI ARABIA
The architecture of any nation reflects the social and religious concepts of the citizens’ lifestyles, as well as the extent to which people in one nation are connected and influenced by other civilisations. The architectural style of the Kingdom of Saudi Arabia (KSA) is not much different from that of the Arabian Peninsula. Saudi architecture has been designed with a consideration for natural factors, such as climate and the environment, and has also been influenced by the human environment, including social and economic factors. The general structure of the urban fabric appears random, in terms of form and layout, but this, in fact, corresponds to certain necessities forced by the local environment. This study aimed to identify the social and natural environmental characteristics of residential heritage buildings in the central region (Najd area) of the KSA. The factors that have affected these unique residential designs, which are based on adaptations to the natural environment, are highlighted. Based on the study, recommendations are made that can be applied in future architectural projects in the region.
https://jesaun.journals.ekb.eg/article_135077_234a80b3e09dfa4bb925bf680303aec6.pdf
2020-01-01
82
93
10.21608/jesaun.2020.135077
Heritage Buildings
Natural environment
Architectural style
Urban fabric
Salma
I. Dwidar
1
Architectural Eng. Depart, Faculty of Engineering, Prince Sultan University, Riyadh, KSA
AUTHOR
Walaa
Metwally
2
Architectural Eng. Depart, Faculty of Engineering, Prince Sultan University, Riyadh, KSA Architecture Department, Faculty of Fine arts, Alexandria University, Alexandria, Egypt
AUTHOR
Amal
Abbas Abdelsattar
3
Architectural Eng. Depart, Faculty of Engineering, Prince Sultan University, Riyadh, KSA
AUTHOR
ORIGINAL_ARTICLE
URBAN GAPS BETWEEN NEW AND EXISTING CITIES CASE STUDY OF EASTERN CAIRO
The study is concerned with the phenomenon of the urban gaps which exist on the outskirts of mega cities arising between existing cities (native cities) and new cities (suburbs). Considering that these areas are created without prior planning affecting the structure of land use in cities, leading to rapid growth resulting in random uses in these areas, as these uses have not been subjected to studies necessary to ensure their integration with the existing city, nor the regional development plan for this region. In this context, the research aims at determining the structure of the uses of the peripheral areas studied from an integrative perspective with the surrounding areas (the native city), as well as researching the formulation of appropriate intervention methods for these areas to serve the general framework of the native city’s uses. This is achived via a theoretical study aimed at identifying the preferred uses of the outskirts of the mega cities by focusing on the main points: study of the urban environment of the city parts, the study of theories of land use change, the study of land use control, and the study of optimal land use. Moreover, it followed by an applied study in which we explore the nature of Egyptian reality by studying the eastern part of Cairo, as one of the most important areas located on the outskirts of the capital and its embodiment of an inter-urban area, laying between an existing urban fabric and a new one. The research tries to monitor and recognise the landuses arise in this regions, based on the theoretical study, followed by identifing the required landuse structure of this area to make a definite area with a positive effect on the surrounding city (existing city). Through this model, we seek to find a structure preserving the cities frontiers from degradation and seeks to reduce potential slums in these areas.
https://jesaun.journals.ekb.eg/article_135081_96f931798d58a332f2a6f269c2bc79a7.pdf
2020-01-01
94
120
10.21608/jesaun.2020.135081
Ahmed
Awwad Jumaa
1
Department of Architectural Engineering - Faculty of Engineering in a press
AUTHOR
Ahmed
Sayed Abdel Rasoul
2
Department of Architectural Engineering - Faculty of Engineering in a press
AUTHOR
ORIGINAL_ARTICLE
FABRICS AS AN INVENTIVE BUILDING MATERIAL AND THEIR COMPATIBILITY WITH FLEXIBLE ARCHITECTURE
There was a continuation in utilizing and applying of fabrics (such as foils, fiberglass and some innovative fabrics) which became an inspiring tool in architecture both in construction and architecture, to suit various ideas and requests with notable impacts on building performance in comparison with other materials. The aim of this study is to identify the essential features of fabric materials and how the fabrics may promote the flexible architecture approach. It explores the role of the fabric in the innovative constructions by facilitating the techniques and principles of flexible architecture in design and construction to examine how the compatibility of cloth to be achieved. To attain the aim, the paper was based on SWOT analysis method as a way to examine the flexible approach of fabrics on the architectural performance.
https://jesaun.journals.ekb.eg/article_135086_39f7209165f3447d86e6967fe8b867de.pdf
2020-01-01
121
135
10.21608/jesaun.2020.135086
Fabric
Flexible Architecture
Innovative Materials
Adaptable Architecture
SWOT Analysis
I.
ABDELSABOUR
1
Department of Architecture, Faculty of Engineering, Mattaria Branch, Helwan University
AUTHOR
ORIGINAL_ARTICLE
IMPROVING THE PERFORMANCE OF BUILDING LAWS IN THE RESIDENTIAL AREAS OF ADEN CITY IN THE LIGHT OF THE POSITIVE ROLE OF BUILDING LAWS IN ARAB CITIES
For three decades (since 1990 to date), residential areas in Aden City in the south of Yemen have been suffering from the spread of squatter and imported architectural patterns and building violations. During that period the city has witnessed several changes which have their great effects on the situation of building in residential areas. Several building decisions and laws have also been made. Some of these decisions and laws have been defective and deficient, and some could not be implemented. This research paper is intended to explore the suitable ways that can contribute to improving the performance of Yemeni building laws in the residential areas of Aden City in the light of the positive role of building laws in some Arab cities which could help their urban communities reach a distinguished architectural character in the light of the changes witnessed by their communities. The researchers have concluded some of the ways through which the objective of this study can be attained. Perhaps the most important of these ways are the following: -The building law making stage should be preceded by a set of important measures and procedures such as the development of future studies and strategic policies of urban development, and the development of different programs for characterized and squatter areas (e.g. preservation – promotion) and making laws for them. - Specifying the axes on which laws rest so that some of them form constants and values that characterize residential buildings in Arab cities in general, and some may vary depending on the changes taking place in each of these cities, and incorporating them into law amendments. - The State should have trust in the municipality and give it full authority so that it can prepare its own building provisions manual and monitor the enforcement of laws on the ground by specialists who can take the necessary decision when an emergency occurs during the building operations. - Activating and enhancing the role of specialists through their participation in making laws and their amendments, and forming technical committees and administrations involving them within the municipality to preserve the architectural character and local identity of the city and its cultural and historical dimension, especially in its old district (Old Aden).
https://jesaun.journals.ekb.eg/article_135088_4a468f50d78cea03a618bf6aa2b1f9f6.pdf
2020-01-01
136
153
10.21608/jesaun.2020.135088
Magdy
Mohamed Radwan
1
Department of Architecture, Faculty of Engineering, Assiut University
AUTHOR
Mamdouh
Ali Youssef
2
Department of Architecture, Faculty of Engineering, Assiut University
AUTHOR
Ibtisam Abdullah
Nasser Ambar
3
Department of Architecture, Faculty of Engineering, Assiut University
AUTHOR
ORIGINAL_ARTICLE
EVALUATION OF HYBRID VENTILATION EFFICIENCY TO IMPROVE THE INDOOR AIR QUALITY FOR PATIENTS’ ROOMS IN HOSPITALS OF ASWAN CITY
Paying attention to climate elements that are mainly represented in the variation of ventilation systems is due to its impact on the indoor environmental quality and therefore its effect on the occupants and their activities. Consequently, the definition of the indoor environmental quality has extended beyond the concept of recognized design standards to include the mixing of architectural design with various environmental factors. The aim of this study is to assess the efficiency of hybrid ventilation and its effect on the indoor temperature and energy consumption rates in ward patient rooms in the Aswan Insurance Hospital. In order to improve the thermal performance to achieve thermal comfort as the most effective element within the health spaces of the elements of the indoor environmental quality based on a questionnaire conducted on 303 individuals, including patients, visitors and health care providers within the health facilities in Aswan. The related problems of ventilation systems (natural and mechanical) are the root case, as it is difficult to control indoor air temperature and increase the percentage of carbon dioxide as well as energy consumption. For achieving the aim of this study, the simulation program (design builder) was utilized to measure room temperature, relative humidity, co2 production and energy consumption in different ventilation conditions. The results of the study showed the ability of hybrid ventilation to reduce the room temperature, especially in summer to reach (3.. K) .Carbon dioxide and energy consumption were fallen by a margin (00 Kg/m2 ), (200.0 Kwh/m2 ) respectively. The study also included some suggestions for the location and area of the ventilation outlet to achieve both of better natural ventilation and hybrid ventilation, which resulted in a higher rate of air change and thus increase the movement of air in the vacuum. It recommended that control strategies for hybrid ventilation should be studied in order to be familiar with all developments and to be used mainly within health facilities.
https://jesaun.journals.ekb.eg/article_135091_2886bcc251b7e597fe552b6183145049.pdf
2020-01-01
154
168
10.21608/jesaun.2020.135091
Mohammed
Abdul Sami Eid
1
Department of Architectural Engineering - Faculty of Engineering - Assiut University
AUTHOR
Muhammad
Hassan Hassan
2
Architectural Engineering Department - Faculty of Engineering - Aswan University
AUTHOR
Ayman
Rajab Abdel Radi
3
Architectural Engineering Department - Faculty of Engineering - Aswan University
AUTHOR
Israa Syed
Muhammad Othman
4
architect
AUTHOR
ORIGINAL_ARTICLE
MATHEMATICS AS A DESIGN TOOL: TOWARD AN EFFECTIVE BUILDING’S AESTHETICAL PERFORMANCE
Integrating mathematics in architectural design and construction helped in generating various design solutions. Thus, aesthetical performance had developed with the involving of advanced mathematics fields and computational software. The main intention of this paper is to study the importance of mathematics in aesthetical architecture performance. Consequently, the research methodology carries out an analysis of different case studies that offered a better perception about the degree of mathematics effectiveness on the aesthetical performance in architecture. The research will investigate to what extent mathematics forms in architecture had actually a great effect on aesthetical architecture performance.
https://jesaun.journals.ekb.eg/article_135092_82b4d38d6bd681cd7bbd800118968e24.pdf
2020-01-01
169
185
10.21608/jesaun.2020.135092
Mathematics
Geometry
Parametric
Algorithm
topology
Aesthetic Performance
Aya
M. Fawzy
1
Architecture Department, Helwan University.
AUTHOR
Inas
Abdel Sabour
2
Architecture Department, Helwan University.
AUTHOR