Thank you so much for sharing your knowledge. I am civil engineer and find this video very helpful. Thanks also to the speaker who had been generous to share his years of knowledge in the field of civil engineering. Lectures like these add value to the industry and save years of learning for the young engineers. Thank you for uploading this video so the legacy of the speaker and the ASEP Org continues.
thank you sir for your shared knowledge of structural retrofits. In case of the addition or introduction of shear walls in areas where there are none, supposing the foundation of the structure is mat foundation, what possible methods can be done to make a sound connection between the mat and the new shear walls? thank you.
Yes, it's very expensive today due to highest cost of materials. I may not say retrofitting rather re-comlumning. Setting the column besides the old column, 3 ft depth of footing tie - beams, and wall footing.. as in newest structural erected. I am not agreeing on cutting columns instead wrapping steel bars on that particular area. I am not an engineer only a retired Dept head.
Thank you so much for sharing your knowledge. I am civil engineer and find this video very helpful. Thanks also to the speaker who had been generous to share his years of knowledge in the field of civil engineering. Lectures like these add value to the industry and save years of learning for the young engineers. Thank you for uploading this video so the legacy of the speaker and the ASEP Org continues.
Very good video. I am a Registered Electrical Engineer but I find this video interesting.
thank you sir for your shared knowledge of structural retrofits. In case of the addition or introduction of shear walls in areas where there are none, supposing the foundation of the structure is mat foundation, what possible methods can be done to make a sound connection between the mat and the new shear walls? thank you.
True we do not have any modeling code in regards to retrofitting.
Yes, it's very expensive today due to highest cost of materials. I may not say retrofitting rather re-comlumning. Setting the column besides the old column, 3 ft depth of footing tie - beams, and wall footing.. as in newest structural erected. I am not agreeing on cutting columns instead wrapping steel bars on that particular area. I am not an engineer only a retired Dept head.