11-ASCE-7 Seismic Provisions Detail Descriptions-Introduction

In this video, I will explain about:
Introduction
Philosophy of design and detailing
Near-Fault Sites ASCE7-16
Mapped Acceleration Parameters, Ss and S1
The Risk-Targeted Maximum Considered Earthquake
Why ASCE7-05 spectral approach is not used
Site Coefficients Fa and Fv
Maximum and design spectral accelerations

[@saadetman2637]

شكرا جزيلا دكتور محمد ،Thanks a lot Dr. Mohamed

[@jigukhetani]

best

[@karemmaged2110]

ربنا يبارك في حضرتك يا دكتور

[@michiakiishii1912]

III 😊 0:29

[@dafaallamohammed178]

thank you very much Dr.Mhd

[@bangyultm]

I do not understand why when the soil properties at site are not known in sufficient detail to determine the site class, the code stipulates that the site be considered as class D, unless geotechnical data indicates that class E or F soils are likely to be present. Since the code allows me to use class D, I will just use class D even though it may not be conservative assumption if the soil is class E or F. Not really sure why "the geotechnical data indicates that class E or F soils are likely to be present" is just like a footnote instead of principal requirement.

[@sorasrun6338]

hello Dr i wanna PDF file for lesson

[@aliksh6817]

Hello doctor
Thanks for this lectures
I need the file pdf of this lectures
I thank so much