“I want to advise other young women like me to not choose only nursing, accounting, or secretarial work. Dare yourself to learn other trades,” Widleine George says. She stands outside in her construction training station, where she demonstrates proper techniques to trainees and oversees the masons’ progress. “I receive a lot of respect because of my position, because it’s not typically a woman’s job,” she says. “I want to advise other young women like me to not choose only nursing, accounting, or secretarial work. Dare yourself to learn other trades.” Widleine comes from Carrefour-Feuilles, one of the areas of Port-au-Prince that was severely damaged by the earthquake in 2010. She started her masonry career as an apprentice, in an intensive six week training program run by Build Change in partnership with Centre d’Etude et de Coopération Internationale (CECI). After passing the exam at the end of her apprentice training, she began working … Read More
Our Chief Operations Officer took this photo in Haiti today. “T-shelters” or “transitional shelters” are a popular solution in post-disaster situations. They’re built to withstand earthquakes and hurricanes, to keep residents from being displaced again. They are expensive and subtract funds which could be used for retrofitting damaged homes or rebuilding homes. A family is living in this t-shelter, which is three years old now and clearly deteriorating. By some estimates, the [2010 earthquake in Haiti] killed 200,000 people and made 1.3 million homeless overnight by destroying or damaging 172,000 homes or apartments. But the new projects do not necessarily house earthquake victims, over 200,000 of whom still live in tents or in the three large new slums. In total, the new projects, with homes for at least 3,588 families, cost 88 million dollars. (In contrast, international donors and private … Read More
Look at the top of the wall. The decision to lay the top course of blocks on its side for extra ventilation was an extremely bad one, making it so the seismic load in the roof slab has no competent load path to the shear wall below. In the retrofit evaluation our engineers give this wall no credit for seismic resistance–it will have to be fixed.