Civil Engineering

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https://hdl.handle.net/20.500.11888/10047

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3-D Dynamic Structural Design For Mecca Commercial Building
(2014) Samir Mizyed; Osama Qashou; Osama Masarweh; Muhammed Jarrar; Abdel-Razzaq Touqan
This project mainly is a structural analysis and design of Mecca Commercial Building building which lies in Sufian street. The building consists of nine floors and will be used primarily as offices and commercial stores. The design will be accomplished according to the ACI-318-08 code, and the structural analysis program SAP2000 14 will be used for the analysis and design. Moreover, hand calculations will be a verification and preliminary design tool. The project will include a detailed design of all structural elements in the building such as slabs, beams, columns and footings. Furthermore, it will include a 3D-designed model for the whole building and a dynamic analysis will be done in order to study the behavior under earthquake. Since we assumed that the foundation was rigid when we designed the building and that the building was rigid when we designed the foundation we will also perform a soil structure interaction study to explain the results we got. The importance of the project resides in the difficulty of connecting stories of different uses. A project may have what is considered a good design and yet problems will arise when attempting to connect it with the other stories. We aim to solve this problem by starting with the form first and then the function (if time permits).
3D analysis & design of ZAMAZM commercial center considering static and dynamic loads
(2014) Adel Saleem Yasin; Mohammed Wahesh; Tariq Waheeb Al-hoor; Mahmud M.S. Dwaikat
This project aims to design ZAMZAM building which is a multi-story commercial building that lies in Nablus-Rafedia. The building consists of an eleven stories and has a plane area of about 591 m2/floor, as shown in the figure 1.1. The first two basements will be used as parking garages. A height of 3m is going to be used for all stories. The floor will be designed to carry a dead load consisting of the own weight of the slab and a super imposed dead load of 300Kg/m2, in addition to a distributed Live loads depends on the usage of each floor, since we have a garages, warehouses, offices, and residential units. The building will be first designed statically for the gravity loads, and then dynamic analysis will be performed for the seismic loads. The project will be conceptually proportioned and then analysed under the static loads. It will be designed also for earthquake. We will make preliminary design for some elements, and then we will analyse it using SAP2000 program. We will compare between two alternatives (one-way solid slab, and one-way ribbed slab) then we will choose the best alternate based on deflection and total weight of building. Detailing of structural elements will be provided after we take the response of earthquake loads. The building is a residential building which is a common type in Palestine. The building has many interesting features such as different structural systems (long cantilevers), and irregularities. This will help us to be more familiar with these challenges. In this report we will discuss in the first stage (Static Loads) the analysis of building under static loads. To do so, we will build a 3D model using SAP2000 program, and do the required checks for the model, like period, compatibility, stress-strain relationships, and other checks. Then we will show a preliminary design for some structural elements based on the static analysis results. After that in the second phase (Dynamic Loads) we will analyse the building using a 3D model under the earthquake loads, and make final design for the structural elements based on this analysis. Also we will discuss the results we obtain in this report.
{3D analysis & design of ZAMAZM commercial center considering static and dynamic loads
(2015) Adel Saleem Yasin; Tariq Waheeb Al-hoor; Mohammed Wahesh; Mahmud M.S. Dwaikat
Zamzam commercial center is a building located in Nablus-Rafedia, and its function is mainly includes offices, residential, and commercial purpose. Its composed of 11 stories; with an average surface area of the building is 591m2/floor. With 3 m height. In this report we will outline the design phase of the building. In the conceptual design phase, we dimensioned the building using initial dimensions by strength and serviceability criteria suggested by the codes for static loads. The second phase is to conduct the 3-D modeling using SAP2000, and analysis to check and confirm the adequacy of the initial dimensions subjected to the static loads. In the next phase we will include the effect of lateral loads represented by earthquake loads, and check again the adequacy of the structural dimensions, and initial design to resist the dynamic loads.
3D Analysis and Design Maythoon Police Station
(2018) herzallah, Yara; Osta Ali, Qasam
Maythalon police station is located in Jenin city in Palestine. The aim of the establishment of this building is to protect people in the village and to punishment criminals. This project, which is constructed in 2012. This building is divided into two parts, the first part consists of ground floor, one top floors, and staircase and the second part consists of two floors with a total area 842.2 m2. The first floor consists of an officer Dormitory, three common Dormitory, two officer bed rooms and bath rooms with an area of 297.4 m2.In addition, the ground floor has a kitchen server , Canteen , Holding cells , Interrogation ,Waiting areas , Briefing room , Server room , Admin room , Chief room , Armory , Reception , OPS room , Radio room , Female QT and Dining room with an area of 482 m2.Finally, the stair floor with an area is 48 m2 . Structural model will be analyzed and designed by using computer software (SAP2000), and the results will be checked by hand calculations. In addition, AutoCAD will be used in drawing sections and details. The structural elements will be designed as reinforced concrete members according to strength and serviceability criteria as specified in ACI 318, for seismic design IBC will be used.
3D Analysis and Design of Al-Amal Hospital
(2014) Ahmad Jaber; Mosab Saabna; Laith Mahmoud; AmeenDaraghmeh; Munther Diab (Department Head)
"AL-Amal Hospital" is to be constructed in Salem near Nablus. It consists of six stories, each one has a different area. The total area is 11000 m2 approximately .The design process included an architectural layout, structural framing options using both steel and concrete, roof systems and shear walls .The work is in compliance with the IBC and local building codes. Several structural materials and strategies will be evaluated to produce a final, cost-effective, design recommendation, which is presented in SAP Models.From a structural point of view the structural elements, footings, columns, beams, and slabs will be designed statically first by hand and using SAP, then dynamically by means of SAP. Finally, the effect of stiffness of foundation on the structural elements will be studied.Detailed sections of the structural elements showing the dimensions and the distribution of steel reinforcement will be introduced using AutoCAD.The design of the structure in this project was started by giving preliminary dimensions for the structural elements by using simple principles of structural design.The three dimensional modelling that done by SAP program is used to simulate the structure and all applied loads to obtain the final design for the structurePractical structural drawings shall be obtained based on the final results of the dimensional analysis and design.
3D Analysis and Design of Al-AmalHospital
(2015) Ahmad Jaber; MosabSaabna; LaithMahmoud; AmeenDaraghmeh; Munther Diab (Department Head)
"AL-Amal Hospital" is to be constructed in Salem near Nablus. It consists of six stories, each one has a different area. The total area is 11000 m2 approximately.The design process included an architectural layout, structural framing options using both steel and concrete, roof systems and shear walls.The work is in compliance with the IBC and local building codes. Several structural materials and strategies will be evaluated to produce a final, cost-effective, design recommendation, which is presented in SAP Model.From a structural point of view the structural elements, footings, columns, beams, and slabs will be designed statically first by hand and using SAP, then dynamically by means of SAP. Finally, the effect of stiffness of foundation on the structural elements will be studied.Detailed sections of the structural elements showing the dimensions and the distribution of steel reinforcement will be introduced using AutoCAD.The design of the structure in this project was started by giving preliminary dimensions for the structural elements by using simple principles of structural design.The three dimensional modelling that done by SAP program is used to simulate the structure and all applied loads to obtain the final design for the structure.Practical structural drawings shall be obtained based on the final results of the dimensional analysis and design.
3D Analysis and Design of United Motor Trade Company
(2016) Bana Abdullnasser Ameen Jabr; Imad Adel Ahmad AL-Qasem
In order to maintain their position in the Palestinian market and to make a distinction in the additional services provided to their clients by helping them to achieve all their needs in one place. The owner of the United Motor Trade Company has decided to build a new company in Nablus-BeitEba. This project, which is an iconic landmark that combines the use of concrete, glass and steel, is being constructed according to high standards on an area plot of around 7300. The whole structure which consists of 4blocks, each of different use, area, and number of stories ranges between 1 and 4, has a total built up area of 4493.25. The new way of gathering administration offices, commercial and maintenance spaces in one complex, reflecting vitality and denoting the free spirit vision of modern lifestyle and values. Hand calculations and SAP2000 program depending on ACI 318-11, UBC-97 and ASCE 7-10 codes have been used in the project design. Hand calculations are of importance here, so you can make sure that all of your inputs, design hypotheses and SAP analyzing method are correct. In addition, AutoCAD will be used in drawing sections and details. The final results will compare different structural systems and then you can determine the more preferable one.
3D Dynamic Analysis and Design of Ajyad Building
(2014) Mohammed wafiq omer; Mahmoud Hammad; Malath omair; Abd Algani Sami
This project is a structural analysis and design of Ajyad building which lies in Nablus city Beit Wazan. The building consists of seven floors and will be used as residential building. To be certain that the mathematical model reflects the reality as possible; the structure will be analyzed as a 3D model for static and dynamic loads. Manual methods will be used for 1D models to verify 3D model generated using a software program. After doing the analysis process, we will design the building for gravity loads and to sustain dynamic loads. The importance of any building is represented in its ability to serve people who live in or around, with minimum negative environmental impacts. Ajyad is one of these buildings that play an important role in serving people. Ajyad building lies on Beit Wazan at Nablus city, the building consists of 7 floors with a total area of 2940 m2 and an area for each floor of 420 m2 ,it is a residential building of reinforced concrete structure. For architecture plans and more details refer to CD and plans attached.
3D Dynamic Analysis And Design of Masjed Al Kawther
(2016) LaithKhaldi; Mohammad Zaki; OdaySawalha; Riyad Abdel-Karim
When this universe was created, God is offering everything for the survival of human being and life on this planet like food and necessary materials. People built houses to protect themselves using different materials like stone, wood, then steel and concrete structure which is used vastly nowadays all over the world. Masjed Al Kawther will be built in the town ofTulkarem. The basic objective of this project is to design and analyze this project to resist gravity loads and meet requirements for the design of the Minaret and the dome. The first floor (area 360 m2) has residence for the imam 56 m2, center for learning Holy Quran 120 m2 and a place for women to pray 62 m2, and bathrooms 30 m2 for 2nd and 3rd floors, then the second & third floor for praying. Minaret has 36 m high from ground and its base area about 10m2 The soil bearing capacity of the site of our project 250 kg/ m2. In the structural design it is required to focus on designing a safe structure without compromising the desired function and trying to develop an economical design that meets the special needs of architectural design. A mathematical model representing the real structure will be made. The analysis of a 2D and 3D structural model for the building under static loads (static mode) will be made. The analysis will be verified using conceptual or manual calculations for 1D model. Detailed design using manual and a software program like SAP will also be presented. In The of minaret separately considered in this project has a height of 36 m and it designed as a divided from mosque structure and will appear as attached to the mosque structure by using earthquake joint The strategy followed in the design of minaret is to calculate wind and earthquake load respectively and decide about the load combination which will be used in analysis using SAP2000 program and checks to be ready for design
3D Dynamic Analysis And design of Ministry of Transportation Building
(2014) Jafar mahameed; Ayoob Abu Ali; Munther Diab (Department Head)
Our project includes structural dynamic analysis and design of a building for Transportation Department in Nablus. The building is composed mainly of a reinforced concrete structure. We are going to design the building as Section-Active (frame system). Also, in designing slab systems we will use the best system for resisting earthquakes (solid slab). SAP2000 will be used to analyze and design and manual calculations will be performed to check SAP results. After analyzing the structure we are going to design the structural elements and use the most economical sections and reinforcement.
3D Dynamic Analysis and Design of Nablus Club
(2014) Odai Joudeh; Beesan Maree; Ibrahim Mohammad Ahmad Arman
Nablus Sports Club is located in al-aghwar near Nablus. This location is selected in order to improve the activity and economy for this region, and to be away from the noise and away from routine of the city since that the project is located in a rural quite nice region. The project consists of four floors and the total required area is about 9000 m2 as mentioned in the attached plans. The first floor is the basement, the area of this floor 1500 m2, and contain covered swimming pool with water depth of 1.5 meters. The second one is the ground floor with an area of 2310 m2, contains of three structural parts and contain swimming pool (as the fourth structural part of this floor), third has an area of 1622.7 m2 and it contains offices and training halls. The fourth floor has an area of 412 m2 and used as offices. This project has many benefits: It has all types of structures (reinforced concrete, steel structures and water structures) , economical purposes, improve region's economy and activities, and Entrainment facility to serve large number of people. The structure will be analyzed and designed for static and dynamic loads, manual methods will be used (generally in preliminary design) and software as Sap 2000 and Safe (generally in final design and details), and all of the required civil plans required for the execution will be ready.
A 3D Dynamic Analysis of ZAMZAM Building
(2014) Sufian Shuli; Saleh Daraghma; Harith Salem; Murad Nuerat
A 3D DYNAMIC STRUCTURAL DESIGN OF ZAMZAM BUILDING The general objective of this project is to design ZAMZAM BUILDING. The construction is commercial with nine stories and an overall area of 5000 m2. It lies in Nablus city, Rafidia district, the main street, near AL-RAWDA mosque. The building has many functions including shopping centres and residential houses. The design process will be on two stages; static design and dynamic design, with 1D and 3D models. In the static design the structure is to be designed for gravity loads. While in the dynamic design well design for lateral loads with gravity loads simultaneously. The main design will be executed by SAP. However, for comparison and verifications, we shall utilize the 1D model with hand calculations. At the end of the project, we are expected to introduce a design that meets strength, serviceability, and stability.
3D Dynamic and Soil Structure Interaction Design for Al-Huda Building
(2012) Malek Riad; Ali Dweikat; Anas Shehadah; Abdel-Razzaq Touqan
The purpose of the project is to design a building of seven stories on an area of (865 m2) with rebounds in all sides of (5 m). The ground floor will contain stores and garages, and the remaining floors will contain offices. Analysis will be done statically and dynamically in 3D representation to be as close as possible to reality, and then we shall design columns, beams, slabs, and other structural elements. Soil structure interaction will be studied to know its effects. Any necessary changes to original design will be presented if needed. Comparison between static and dynamic results will be highlighted. Also effect of soil on behavior will be shown both in static and dynamic analysis.
3D Dynamic And Static Design For Residential Building
(2012) Ahmad Taher; Jihad Husam; Mohammad kayed; Osama huseen; Wael Abu asab
Structural engineering is one of the most important approaches in civil engineering since it specialized in providing safe structures for the human beings since it is not enough to design beautiful building architecturally but we have also to satisfy safety for our structures. So the structures must be designed to be able to resist all potential loads that may be subjected to , so the structure must be designed to carry its own weight, superimposed and live loads also dynamic loads will be considered like earthquake and wind loads. Structural modeling is extremely essential approach in structural engineering since structural modeling deals with representing the physical model in reality into mathematical model that we can analyze and design. So in modeling as we became more closer to reality our design will be more safe , sufficient and economic. project description The project is structural analysis and design for the Dr. Fahid Abu Zanit building. The building is located in Nablus city but it has not constructed yet. It is a residential building consists of 15 stories , the first one is a garage and all other stories will be used as residential apartments . The area of this building is (530m2).
3D Dynamic Design of AL- Isra'a Building
(2012) Imad Qadous; Ali Ismael; Ihab Hamayel; &Ihab Barakat; Abdel-Razzaq Touqan
The project is a residential building in Nablus with an area equal to 408.9 m2. It consists of seven floors, the first one is used for parking with height of 4m, and the last one is roof storey, the remaining stories are 3.40m height. Programs like SAP and ETABS will be used for the analysis and design purposes, utilizing ACI 2008-code (American Concrete Institute). Manual 1D analysis and design will be done to verify 3D static and dynamic results. The project will show the type of analysis that governs the design by comparing load combination of gravity loads to load combination of both gravity and earthquake loads.
3D Dynamic Design Of Sky face Hotel
(2012) Ahmad AL-Nuirat; Islam Zuhd; Abdel-Razzaq Touqan
This project aims to design a hotel building in Nablus city, of an area 2000 m2, 50 m length and 40 m width. The building consists of four stories, the height of the ground floor is 5.5 m, and other floors are of 4 m height. The Main objective of the project is to deal with the design of long spans which is valuable in the halls in the first floor and how to build over them in the upper floors. Also a swimming pool will be designed at the roof.To be as close as possible to reality, 3D static and dynamic models analyzed by using computer software SAP2000. ACI code 2008(the reference code) used in the project. Structure elements: Slabs, beams, columns and other elements of the building designed as reinforced concrete members. Analysis and design were done manually to verify computer results.Comparison between the static and dynamic design highlighted.
3D Dynamic Evaluation of Abu Sair Building
(2014) Ahmad Mezyed; Baha' Ahmad; nader Nour; Montaser "Qasem Sulayman"; Abdel-Razzaq Touqan
Recently the voices of the decision makers have been raised in warning people from a coming destructive earthquake. Since Palestine had faced two major earthquakes in 1837 and 1927 which are expected to hit again in the near future but only Allah knows when and where. Meanwhile we are quite sure that those earthquakes will create great destruction in terms of money, failures of structures and the most critically is loss of lives.We all know that the best solution in dealing with natural phenomena is by avoiding them and still away from standing against their effect, but in our case earthquakes will hit our homes, schools, mosques and hospitals, it will destroy the infrastructure the power stations, water and wastewater networks, pollutants will attach people and diseases will spread and start killing them if even they still alive. However, this chain of destruction will start from failure of structures.In fact to be able to understand all these processes and to design our buildings properly, we try to give a brief summary to all the required steps starting by determining the vulnerability of the building, going through the designing process and finally the retrofitting procedures that fit the building conditions. On one hand, these procedures will lead us to have a better understanding and good expected behavior of the overall system against earthquakes. On the other hand, it will increase the ability of the building to withstand against the lateral loads effect.
3D Seismic Design of Ahmad Odeh Hotel
(2016) Abeer Saleh; Yasmeen Bsharat; Abdel-Razzaq Touqan
The Ahmad Odeh Hotel is a private tourist structure, which is located in the Beat Wazan in Nablus. The aim of the establishment of this building is to attract tourists.This project, which is currently under construction, consists of a basement floor, a ground floor, and top four floors, with a total area of 5400.97m2. 3D structural models will be analyzed and designed by using computer software like SAFE program , ETABS and SAP2000, and the results will be checked by hand calculations. In addition, AutoCAD will be used in drawing sections and details. The Structural elements will be designed as reinforced concrete members according to strength and serviceability criteria as specified in ACI 318.For seismic design IBC 2015 will be used.
3D Seismic Design Of Mosque and Municipality of Rawabi City
(2018) Noorah Ismail; Dana Nassar; Saja Abu Thraa; Samah Hindeya; Monther Thiab
Reinforced concrete structures are one of the most popular structural systems used in Palestine. This project is about the structural design of a new commercial building in the city of Rawabi (mosque and municipality building ). This building consists of two models (mosque and municipality),the first one consist of 6 floors, while the second one consist of 4 floors . In project (I) structural design and analysis of the building was under gravity load and the design of concrete elements is controlled by ACI 318-11 code. This project is designed of by considering gravity loads as well as seismic loads. This design will be based on UBC- 1997. Structural elements such as footings, stairs, columns, beams, slabs and shear walls will be completed and finalized with all details . 3-D structural model was prepared to represent the reality, ETABS 2016 program was selected for this purpose. The analysis is verified using conceptual hand calculation for sample output from the program. Detailed design of all structural elements for gravity and seismic loads will be done and drawn using AutoCAD program. Design and analysis of footings is done using Safe 2016.
3D Seismic Design of Omar Al-Alool School
(2017) Hanan Al-Atrash; Samah Abdul-Razeq; Mohammad Samaneh
Al-Alool school construction located in Nablus city , it consists of two blocks with total area equal to 1725 m^2 ,we will carry analysis and design of the buildings for dead and live loads only considering gravity and seismic loads using SAP2000 program, we consider solid slab system for all parts of the building.

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