Damping in buildings for wind-resistant design based on a stick-slip model

I am posting a download link to a copy of my dissertation here for those of you who are interested.

Title:

DAMPING IN BUILDINGS FOR WIND-RESISTANT DESIGN BASED ON A STICK-SLIP MODEL

Abstract:

Damping is said to be one of the most important parameters in the wind-resistant structural design of buildings. But, damping is also known to have high uncertainty, which leads to low reliability in the design. Current estimation formulas and early research on structural damping, particularly, are associated with stick-slip mechanism. But these current models have only shown this qualitatively. In the end, these models fitted formulas to databases of full-scale experimental data. This dissertation therefore aims to quantitatively study the stick-slip mechanism itself to derive a theoretical expression, and finally, to apply the derivation to actual physical structure data to illustrate that stick-slip damping is indeed a valid model. The study starts from a very simple one-degree-of-freedom (1DOF) system with one stick-slip component (1SSC), to a more complicated 1DOF system with a large number of SSC (NSSC). The study also briefly touches on the damping of SSC inside MDOF systems. The study of MDOF with NSSC systems is necessary because actual physical structures are such.

Presentation at the 2013 ASEP Wind and Earthquake Engineering Seminar, Cagayan de Oro City

The 2013 ASEP Wind and Earthquake Engineering Seminar was held on August 16 to 17, 2013 in Cagayan de Oro City.

Presentation at 2013 PICE National Midyear Convention

On June 28, 2013, I went to Subic Bay to present a paper entitled "How to estimate 'site-specific wind loads?'" at the 2013 National Midyear Convention of the Philippine Institute of Civil Engineers. It is essentially a more formal paper version of an article I posted here on this blog earlier. The full video of the presentation is below. (Note: The slides are in English but the presentation itself is in Filipino.)

How do we get "Site-Specific Wind Loads" in the Philippines?

I was asked this question, and here is how I would answer it.

In the structural engineering community especially in my home country, the interest and knowledge in earthquake engineering and earthquake-resistant design has grown rapidly over the past two decades especially after the 1990 Luzon Earthquake. Some of the recent "buzz words," if I may use that term, in the community are "site-specific seismic hazard assessment," and "performance-based seismic design."

Designing for near-field earthquakes, using the NSCP 2001

If you are familiar with the NSCP 2001 earthquake loading provisions (ELPs), you know it is based on UBC 1997.  Some people think it is "copied" from UBC 1997, but copied "poorly."  It is not copied!  It is based on UBC 1997 but it had to be suited to "local" conditions.

Anyway some of the features of the NSCP 2001 ELPs that are in contrast with similar ones in the UBC 1997 are as follows:

What does performance-based design mean to you?

I have some background only in performance-based structural/seismic evaluation and design of buildings.  I do think in wind design performance-based design (PBD) is already being done for tall buildings particularly those which undergo wind climate studies and wind tunnel testing for structural loading, cladding design, and occupant comfort checking.  This is how I see what PBD is in general, to apply to any field (and it is just what I think).

I think...