Structural Analysis and Design of Jerusalem commercial center in Jerusalem city -Palestine
| dc.contributor.author | Diaa' Ahmad | |
| dc.contributor.author | Lana Ali Saleh | |
| dc.contributor.author | Sara Abu Ali | |
| dc.contributor.author | Yousef Arman | |
| dc.date.accessioned | 2022-06-07T08:39:47Z | |
| dc.date.available | 2022-06-07T08:39:47Z | |
| dc.date.issued | 2021 | |
| dc.description.abstract | This graduation project is the structural analysis and design of The Jerusalem commercial center in the city of Jerusalem in Palestine. The building is consisting of 14 floors with a total area equal to 19310 m2. It consists of several facilities such as parking, offices, stores, and residential apartments. The external walls were divided into shear walls with stone in some areas and into glass in others, and the internal walls were divided into blocks into some areas and glass in others This project was analyzed and designed for gravity forces such as dead loads, superimposed dead loads, and live loads, and it was also analyzed and designed for seismic forces. The horizontal resistance of the building was studied, such that the seismic load resisting system was verified to be a Dual system; Ordinary reinforced concrete shear walls. On the other hand, The Response Spectrum method was used in the seismic analysis, also the Equivalent static and time history methods were used to check the results of the Response Spectrum (value of base shear). The soil under the structure was determined to be type B. Also, building Dual system; Ordinary reinforced concrete shear walls were used in this project, meaning that seismic forces are loaded onto the shear walls, beams, and columns, and vertical loads are on the frames. The appropriate dimensions for each structural and non-structural element were found in this project, such as slabs, beams, columns, and walls of both types, and the structural plans which include layout and detailed reinforcement for each structural element were prepared. The reference in this project was several codes which are American Concrete Institute ACI 318- 11, American Society of Civil Engineers ASCE 7-10, and American Society for Testing and Materials ASTM. This structure was represented on the Extended Three-Dimensional Analysis and design of Building Systems -ETABS 19- software and the structure was then analyzed and designed on this software. Several checks have been performed on the results of the ETABS software in the analysis. Several checks have been performed on the structural elements to check the serviceability, strength, and stability of the structure. Such as: checking the deflections with the two types of immediate and 6 long-term deflection. The equilibrium check was done and the percentage of error was very small After that, several checks have been performed on seismic forces analysis results to ensure the ability of the structure to withstand these seismic forces, such as the p-delta effect, drift check, vertical and horizontal irregularities, and the base shear check. Last of all, proper, scaled, clear, and detailed structural drawings were prepared using AutoCAD. They included the required information about dimensions, reinforcement, development and splicing | en_US |
| dc.identifier.uri | https://hdl.handle.net/20.500.11888/16962 | |
| dc.supervisor | Munther Diab | en_US |
| dc.title | Structural Analysis and Design of Jerusalem commercial center in Jerusalem city -Palestine | en_US |
| dc.type | Graduation project | en_US |
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