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SEISMIC DESIGN OF MASONRY BUILDINGS

$10-30 AUD

Imefungwa
Imechapishwa over 4 years ago

$10-30 AUD

Kulipwa wakati wa kufikishwa
Background information A 7 storey unreinforced brick masonry (office) building (Figure 1) was designed and cons tructed in 1905 prior to the introduction of seismic design requirements. During a recent earthquake (M7.1) it suffered some damage to the masonry piers in the external walls on the North and West sides of the building (refer Figure 1(b)). As part of the e mergency response, the disaster management team sent some structural engineers to assess the damage and determine whether the building posed a hazard to other buildings, pedestrians and vehicles in the vicinity. The consensus was that it posed a significan t falling hazard and that the roads in both directions should be blocked until the building is repaired or demolished. The city council is not happy with this recommendation they want the city re opened and accessible to the public as soon as possible. N ow, it has been discovered that the building has an internal network of steel columns and beams that support the timber floors so perhaps the brick piers along the north and west walls only have to resist their own seismic forces and gravity loads. 1) (20%) An Executive Summary describing (1 page maximum): the results of your structural assessment (axial, in-plane shear and out-of-plane bending capacity versus demand for the critical panels (A, B, C & D) in each wall at the lowest and top storeys that contain masonry panels; and A brief description of a possible retrofit strategy for the building. 2) (80%) Detailed (excel and hand calculation) Seismic Assessment for earthquake loading in the north-south direction of the West Wall and earthquake loading in the east-west direction of the North Wall. Don’t forget, URM walls in the out-of-plane (bending) direction are treated as “architectural components” of buildings in AS1170.4 and the procedure to calculate the seismic demand on them for out-of-plane bending is given in Section 8 of AS 1170.4. AS
Kitambulisho cha mradi: 21288850

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6 mapendekezo
Mradi wa mbali
Inatumika 4 yrs ago

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6 wafanyakazi huru wana zabuni kwa wastani $479 AUD kwa kazi hii
Picha ya Mtumiaji
Hi... I am a structural engineer I understand your description and your order Regarding Budget and Time, we can negotiate please send me a message now so that we can discuss more
$2,000 AUD ndani ya siku 7
5.0 (43 hakiki)
6.6
6.6
Picha ya Mtumiaji
Hi, I have much experience in structural design of masonry building as well as retrofitting works of masonry structures. Please contact with me. Thanks
$277 AUD ndani ya siku 7
4.8 (96 hakiki)
6.0
6.0
Picha ya Mtumiaji
Hi, I am an architect... I have experience in design, modeling, rendering, animation architecture buildings, houses, shops...etc I have skill in 3Dsmax, Sketchup, Lumion 3D, Revit, Auto Cad... I always try by all my best to do everything you want, pls see my portfolio, PM ME FOR MORE DETAIL A lot of projects are done with the best quality Hope to work for you ...
$20 AUD ndani ya siku 7
4.8 (66 hakiki)
6.1
6.1
Picha ya Mtumiaji
Hello dear, I am a M.Sc. Structural engineer. I am expert in structural analysis and design. I can finish your task in the required time. Please contact me to discuss the details and start working.
$25 AUD ndani ya siku 1
4.4 (16 hakiki)
4.3
4.3
Picha ya Mtumiaji
I am a Civil Engineer with more than 4 years of experience. I have working experience on autocad, Etabs, SAP and Safe. I am also skilled at micrososft word accessories.
$300 AUD ndani ya siku 7
0.0 (0 hakiki)
0.0
0.0
Picha ya Mtumiaji
Hello, I am a structural engineer who has experienced in steel detailing more than 3 years. Let me show you similar projects that I have done before like you were specified. Then you will decide to choose me. Thank you.
$250 AUD ndani ya siku 7
0.0 (0 hakiki)
0.0
0.0

Kuhusu mteja

Bedera ya AUSTRALIA
SYSNEY, Australia
5.0
2
Njia ya malipo imethibitishwa
Mwanachama tangu Mei 20, 2019

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abaqus theory writing
$10-30 AUD
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