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Team 2 Reflects on Turkey Earthquake Reconnaissance

Final Thoughts from Degenkolb Engineers Team 2

As our time in Turkey has come to an end, we wanted to take some time to reflect on all that we have seen.  We have noticed the impact that nonstructural damage can have on building resilience and ultimately community resilience.  Many of the hospitals we visited had only nonstructural damage yet were scheduled to be demolished. This is an unfortunate consequence, and it is hard for us as structural engineers to accept this reality because we are trained to focus on structural performance, yet all the evidence we have seen suggests that achieving excellent nonstructural performance is the more demanding, and arguably more consequential, endeavor. With that said, structural damage was far from uncommon; the structural failures we saw reminds us of the importance of proper detailing, especially at connections and joints.  For concrete construction, proper detailing is paramount to its seismic performance and any attempts to deviate from proper detailing only make an inherently brittle material even more so. In many cases, inadequate detailing was the result of the building code not mandating it for its time, but in many other cases the design was simply not followed, which is arguably the more egregious offense.

All over the country of Turkey, buildings are built with similar materials and construction practices. However, some cities experience more damage than others which comes down to soil conditions, sloping sites, and seismic forces exceeding those prescribed by code design spectra (in some cases, twice that of the code design).  Most importantly, the country of Turkey has a long road ahead to rebuild the homes and communities that were destroyed by these earthquakes.  Many citizens are living in tents adjacent to the rubble of the places they used to call home and they will be profoundly impacted by this earthquake for many years to come.  We must investigate opportunities to support Turkey as it rebuilds and to use our structural engineering knowledge to improve future construction. We must not let the lessons learned from Turkey, or any major earthquake, go to waste; as the adage goes, “The smart person learns from their own mistakes, but the wise person learns from the mistakes of others.” We must strive to be wise moving forward, because while we reap the benefits of having a modern building code with better construction practices, it would be difficult to suggest that our communities are resilient. There is always room for improvement, and we encourage the reader to use what we have learned from this reconnaissance trip to champion and advocate for better building performance in all the ways that it can be measured.


Final Thoughts from Baris Lostuvali

As a construction professional who was educated in Turkey and has worked in the San Francisco Bay Area most of my adult life, I was full of emotions, thoughts, and a heavy heart when I was a part of Degenkolb’s reconnaissance team. The scenes of the 2023 Kahramanmaraş earthquake zone were surreal. The destruction to the lives and buildings was unimaginable as nature tested our built environment to the point of failure in many cases. In the aftermath, we need to study and learn from each and every failed building type (hospitals, schools, residences, etc.) and with all building systems (structural and non-structural) and get ready for the next one, either in Istanbul or the San Francisco Bay Area (The New York Times article, “Turkey’s Earthquake Zone Is a Lot Like California’s. Here’s What That Means” is a great reference).

The 2023 Kahramanmaraş earthquake reminded us again of the devastation of earthquakes and the importance of “functional recovery”, or how quickly a building will recover its function after a natural disaster. Eleven cities and many communities that were hit by the earthquake lost many basic services— schools, hospitals, grocery stores, religious centers and more – and their absence is delaying recovery, which permanently alters the fabric of a community as over one million people needed to relocate. As we evaluate the impacts of the earthquake, I hope owners, developers, agencies, and policy makers lead the next generation building code with “functional recovery” in mind, so our communities can recover faster.

Final Thoughts from Rafael Alaluf

I have visited many major earthquake sites during my 30+ years of professional life (Loma Prieta/California, Kocaeli/Turkey, L’Aquila/Italy, Maule/Chile, and Christchurch/New Zealand to name a few). However, the earthquake that occurred on February 6th in Kahramanmaraş was one of the most devastating in terms of loss of life, property, and heritage. Unfortunately, the reasons for these losses were the same as always: poor construction quality and materials, lack of engineering, inadequate detailing, lack of inspection, and corruption. The most disappointing takeaway for me was the ignorance among government officials, authorities, building owners, the general public, and even engineers. Though Turkey had experienced many major earthquakes before, appropriate precautionary measures were never taken. Earthquakes were treated as once-in-a-lifetime events with low odds of ever happening again. I have been trying for years to raise awareness among my clients, my friends, my relatives, even my immediate family about the risks they face in their own homes and workplaces. It has been a continuous struggle, often filled with disappointment. When an event like this occurs, I feel angry because of people’s inability to listen and tendency to easily forget; guilty because we engineers never emphasize the risks enough, and sad because such disasters put an end to communities, cultures, lives, and heritage. Nevertheless, as we rebuild that part of the country, we should never forget what happened on the early morning of February 6th. We need to start building more resilient cities by beginning with our own homes and workplaces. Earthquakes are inevitable, and will continue to destroy cities, communities, societies, and human lives, if we do not take the appropriate actions immediately!

Team 2 hard at work to write each day’s blog post, which was a common occurrence after a long day of reconnaissance work. Adult beverages may have been consumed to help us overcome writer’s block.

Team 2 salutes you, the reader, for lending us your time and allowing us to share our thoughts with you. Teşekkürler!

Seismic Resilience Meets Mentorship in the Pacific Northwest Community

Every year, Seattle University’s College of Science and Engineering Project Center Program helps engineering students gain real-world professional experience through a capstone design project.  In the 2022-2023 academic year, Degenkolb Engineers is partnering with the program to deliver a seismic retrofit for local nonprofit, Camp Korey.

Four engineering students—along with Degenkolb engineers, Clare Terpstra and Bianca Casem—will design the seismic retrofit of the distinctive Fisher Lodge at Camp Korey.

Degenkolb Design Engineers, Bianca Casem (far left) and Clare Terpstra (far right), stand with the student team outside of Fisher Lodge.


Founded in 2005, Camp Korey is a year-round non-profit camp for children and families living with life-altering medical conditions. The camp sits on a 200-acre property in Mount Vernon, Washington; about 1.5 hours from Degenkolb’s Seattle office. Fisher Lodge, a building designed and constructed by University of Washington architecture students in 1968, features a great room with a rock fireplace and vaulted ceilings. As part of a 10-year master plan, the property has undergone major renovations to support growth.

“There have been many rewarding parts to the project: getting to know the students, getting to help an inspiring organization like Camp Korey, and getting to work on a one-of-a-kind building like Fisher Lodge,” says Clare Terpstra, Degenkolb Design Engineer, on her involvement.

Interior of Fisher Lodge at Camp Korey in Mount Vernon, Washington.


Throughout the 2022-23 academic year, our engineers will be meeting with the Seattle University team while its members complete the many tasks required for the project. Students will be digitizing and confirming original blueline stamped drawings, evaluating the current structural condition and seismic safety of the building, recommending modifications to meet current building codes, and eventually communicating the major findings to the client. As the students complete these tasks, our engineers will be available to answer both technical and non-technical questions.

Design Engineer, Bianca Casem, explains, “As an alum who went through this program, I gained many skills that I still use today which I learned from the structural engineers and professionals involved. I personally wanted to pay that forward and be a resource and mentor to the students.”

Degenkolb Engineers is thrilled to be providing mentorship and guidance to Seattle University’s student team!

City of Ocean Shores Tsunami Evacuation Tower, Ocean Shores, Washington

Pier 70 – Building 12 Lift, Construction Engineering Services, San Francisco, CA

400 – 430 California Street Building, Seismic Retrofit – San Francisco, California

Stanford University, Sapp Center for Science Teaching and Learning

UC Berkeley, Giannini Hall

Greer Elementary School, Design Build

Breaking News: City of Oakland to become the next city to implement a mandatory seismic ordinance

On January 22nd 2019, the City of Oakland joined other Bay Area cities by passing a resolution to institute a mandatory soft-story retrofit program. The resolution, introduced by Council member Dan Kalb and Mayor Libby Schaaf, is designed to save lives and reduce the potential for housing displacement in Oakland in the event of a major earthquake. The legislation requires that soft-story wood frame buildings with two to seven stories, five or more residential units, and built prior to 1991, be seismically retrofitted. The new program is similar to programs already implemented in San Francisco, Berkeley, Alameda, Fremont, and San Leandro.

Which types of buildings are targeted under this ordinance?
The ordinance covers multi-story wood soft-story buildings built before 1991 with tuck under parking. In 2008, the City and the Association of Bay Area Governments (ABAG) identified 24,273 residential units in 1,479 potential soft-story buildings in Oakland based on criteria representing the greatest seismic risk.

What is the time frame to comply with the mandatory wood soft-story ordinance?
The City of Oakland already had a screening ordinance in place so most of the buildings on the list have already been screened here. For buildings not screened, the city will issue notices to owners of potential soft-story buildings. Once a notification letter is received, the building owner is required to submit a screening form. In some cases, a licensed structural engineer, or qualified architect may be required to perform an evaluation. If a retrofit is deemed to be required, the mandatory time frame to comply with the retrofit will be four to six years from the time the first notice was received depending on the number of dwelling units as shown below:

Building Group or Compliance Tier Document that building is not a subject building Document that building is eligible for a later compliance tier Complete mandatory evaluation and submit initial affidavit of compliance  Obtain retrofit permit or submit Target Story evaluation report Perform retrofit work and obtain approval on final inspection; submit final affidavit of compliance
Non-subject buildings 1 Year NA NA NA NA
Tier 1 (Buildings with 20 or more Dwelling Units) NA 1 Year 2 Years 3 Years 4 Years
Tier 2 (Buildings with between 5 and 19 Dwelling Units)  NA 1 Year 3 Years 4 Years 5 Years
Tier 3 (Buildings with legally permitted Residential occupancy in a Wood Frame Target Story) NA 1 Year 4 Years 5 Years 6 Years


What does it mean if a building owner receives a seismic ordinance notification?
Receiving a seismic ordinance notification means that a building has been identified as being potentially vulnerable to significant damage in an earthquake. Not all buildings receiving a notification will require a seismic retrofit. Evaluation by a licensed engineer, hired by the building owner may determine that the targeted building does not require retrofitting. If that is the case, then the owner or hired engineer will provide the city with suitable documentation in order to remove the building from the list. If the building is determined to be vulnerable, the services of an engineer and/or architect, and a general contractor will be required. They will then develop retrofit drawings and complete the necessary seismic retrofit work as required by the ordinance.

Where can I get further information on the Oakland seismic ordinances? 
For more information, click here.

For information on other city seismic ordinances, please click on the Degenkolb website.

If there are any further questions, please contact:

Lucie Fougner, Associate Principal at Degenkolb Engineers  510.250.1219

Kirk Johnston, Principal at Degenkolb Engineers  415.354.6408

Daniel Zepeda, Principal at Degenkolb Engineers  213.596.5014

25 Years Since the Northridge Earthquake

By Daniel Zepeda, S.E. and Matt Barnard, S.E.

(Updated January 17, 2019)

Soft-story apartment buildings affected by the quake. Link.
(Photos by Degenkolb Engineers)

On January 17, 1994 a magnitude 6.7 earthquake hit Southern California. The ground shook rigorously for approximately 15 seconds, 20 miles from the Los Angeles downtown area. When the shaking stopped, the earthquake had left thousands injured, and tens of thousands without shelter, and claimed the lives of 57 people. Sixteen of those deaths happened in the Northridge Meadows Apartment buildings which contained a structural deficiency known as “Soft Story.” Many buildings and bridges collapsed, roads were closed, hospitals were damaged, and emergency departments were called to action. It is estimated that the Los Angeles area suffered more than $40 billion dollars in economic loss due to the earthquake. At the time, it was one of the largest economic losses caused by a natural disaster in US history. However, despite  all these losses WE WERE LUCKY!  According to the FEMA FA-163c report, “Many experts believe that because the earthquake occurred on a holiday morning, casualties were significantly lower than they would have been if the quake had happened at any other time.” The earthquake is not considered “The Big One.” Today marks the 25th anniversary of this massive event and we cannot help but ask ourselves, Are We Ready for the Next One?

To answer this question we can examine what we have accomplished in the last 25 years to reduce our seismic risk in California:


Medical facility in the Northridge Reseda area.
(Photo by Degenkolb Engineers)

The 1994 earthquake damaged many hospital buildings that serve critical care functions. As a result, many of the victims had to be transported longer distances to get proper medical attention. Senate Bill 1953 was signed into law, as an amendment to the Alfred E. Alquist Hospital Seismic Safety Act. The bill, addressed the functionality of structural and non-structural components after a major earthquake. It applied to all general acute care Hospital buildings in California.

The bill mandated that hospital buildings are categorized into Structural and Non-Structural Performance Categories (SPC and NPC) based on their risk level. Depending on that risk level, the bill allotted specific time periods for the buildings to be evaluated, retrofitted, decommissioned or replaced.

New Retrofit Column for Retrofit of the Northridge
Medical Center Diagnostic and Treatment Building
(Photo by Degenkolb Engineers, Structural Engineer
of Record and Prime Consultant)

The program has evolved over the years to allow additional time to evaluate and retrofit the most difficult buildings. From 2001 to 2017, OSHPD reported that the quantity of SPC 1 (Collapse Hazard) buildings decreased from about 1000 buildings to about 220 buildings (80% reduction). Despite the success thus far, the program continues to evolve and is expected to be completed by the year 2030.

Public Schools

Classroom Damage after the 1994 Northridge Earthquake. Link.

Much like the hospitals, schools were deeply affected after the 1994 Northridge Earthquake. This caused great concern among our communities given that our schools house our children for about 8 hours a day. We envision schools as places that could provide temporary shelter for those who had lost their homes in the event. As such, Assembly Bill 300 was enacted in 1999 requiring the Department of General Services to survey the older California K-12 School buildings designed before the 1976 CBC went into effect. Surveyed buildings were divided into categories depending on their expected performance in a seismic event.

Findings were presented without specific school names or sites, but included an analysis of the overall results. The report was released in 2002. In 2003, The Division of the State Architect (DSA) contacted each of the school districts and indicated that survey data pertaining to that district was available upon request. It also stressed that the inclusion of buildings in the inventory would require further structural evaluation by a structural engineer to determine if retrofit would be required.

Seismic Strengthening of Existing Plywood Shear
Wall at Shearman Oaks Elementary School
(Photo by Degenkolb Engineers, Structural Engineer of Record)

In 2008, DSA contacted the districts requesting information on qualifying buildings that may have been missed by the original survey. Per requests from the public, and in compliance with the Public Records Act, the entire AB 300 survey became public information. Unfortunately, due to lack of funding, full building evaluations and retrofits have not been required since the survey was conducted. However, the bill did serve to alert parents and the community of the seismic risk to our children. In addition, any major alteration to a public school building must consider its effects on the seismic performance of the building.

Private Schools

Voluntary Seismic Strengthening of Existing
Building at Willows Community School
(Photo by Degenkolb Engineers, Structural Engineer of Record)

It is noted that AB 300 does not cover private schools. To our knowledge, no major Southern California local jurisdictions have currently adopted seismic ordinances specifically targeting privately owned schools. The only ordinance by a major jurisdiction to address this issue has been by the City of San Francisco which requires an evaluation only of privately owned school buildings. Despite not having a mandatory ordinance in the books, many private schools have recognized the need to reduce their seismic risk. Many schools have voluntarily moved forward with an evaluation and retrofit of their existing buildings.

Higher Education Buildings

Colleges and universities in the State of California have recognized the imminent threat of an earthquake. They have taken big steps to reduce their seismic risk. For example, the University of California (UC) system has been evaluating and retrofitting their most vulnerable buildings since the 1970s and the adoption of the first UC Seismic Safety Policy. The most seismically vulnerable UC buildings are required to be retrofitted or removed from service by 2030. Many other buildings fall under the local URM ordinances. Another notable program is the California State University (CSU) Seismic Review Board established in 1992 to develop a retrofit program to assess their seismic risk. According to the 2002 Seismic Safety Inventory of California Public Schools report, over 145 CSU facilities that required evaluation and possible retrofits are well underway in design and construction. The California Community Colleges developed a program in 1996 to survey their building stock to better understand their seismic risk.

It is noted that private universities and colleges typically fall under local city jurisdictions. They are not held to the same requirements or processes required of the State of California colleges and universities. Fortunately, some have taken a voluntary approach to assessing and then addressing their seismic risk including completing various seismic retrofits.

Government Buildings

Private Owned Buildings City of Santa Monica
City Hall has been Seismically Retrofitted
(Photo by Degenkolb Engineers, Structural Engineer of Record)

We have all heard the heroic tales of the fire fighters and rescue teams that immediately responded to the Northridge Earthquake. We do not, however, often think about the buildings these individuals work in. If a fire station collapsed on top of a fire truck, it would be difficult for the fire fighters to respond to an emergency. If a police station collapses, they could not keep order during the chaotic moments after the event. If government office buildings fell, we could not communicate with outside municipalities to ask for help. Fortunately, there were no significant collapses of these types of buildings during the Northridge Earthquake, but it did serve as a warning sign. Many jurisdictions have identified their most vulnerable buildings and have seismically upgraded them. These include fire stations, police stations, city halls and command centers. The amount of work done to date varies depending on the institution and funding. The federal government for example has prioritized hospitals that are under their jurisdiction while some cities have prioritized fire stations, police stations and city halls. In 2016, the White House issued the “Executive Order: Establishing a Federal Earthquake Risk Management Standard” which is a great step forward in establishing our seismic safety.


LA Times News article of the Northridge Earthquake
the day after the event

A significant problem that many of us have forgotten is the impact that an earthquake will have on our utilities. Imagine living in a house with no internet, phone, natural gas, electricity, or water. Even if you wanted to leave, the roads would be closed due to buckling, collapse and other severe damage. During the 1994 Northridge Earthquake millions of people lost at least some of their most critical utilities. According to an article published by the New York Times the day after the earthquake, over two million people were left without power for several hours, fires broke out from 142 gas main splits and phone lines were limited to emergency calls. Four major freeways in the Los Angeles area were damaged creating gridlock throughout the region.

MWD Building Evaluated for Seismic Safety
(Photo by Brett Drury, Architectural Photography Inc.)

After the quake, CalTrans put together a very extensive program to strengthen all of its bridges across the state. According to the California Department of Transportation all of the work has been essentially completed. City utilities on the other hand are still hard at work upgrading their infrastructure. Most utility companies have been performing upgrades on a voluntary basis since there are no state mandates.

Local Communities

Limited Seismic Strengthening of Existing URM
Building at Santa Fe Depot Train Station
(Photo by Degenkolb Engineers, Structural Engineer of Record)

Unreinforced Masonry Buildings

Considered one of the most seismically vulnerable building types, unreinforced masonry (URM) buildings have suffered major damage in every earthquake since the 1906 San Francisco Earthquake. The State of California first addressed these buildings with the 1986 Senate Bill 547.  This law required cities and counties within California’s Seismic Hazard Zone 4 prepare a survey of all URM buildings and develop risk reduction programs by 1990. Many cities including The City Los Angeles passed and enforced mandatory seismic ordinances for these types of buildings. For financial reasons, the ordinance targeted a “reasonable level of safety”.  In 1994, the Northridge Earthquake tested many of the URM buildings that had been previously retrofitted. In general, the retrofitted buildings performed as expected, but unfortunately according to FEMA P-774 “… building owners often did not understand that “hazard reduction” could be compatible with a level of damage that required expensive repairs.” In 2006, the California Seismic Safety Commission reported 75% of the affected jurisdictions had implemented a mandatory seismic reduction program. It is worth noting that not all cities had the same enforcement or the same level of retrofit requirements. The legislation only mandated a survey and left each jurisdiction to decide the type and level of seismic loss reduction program. As such, there is a large variation of scope and design methodologies for the retrofit of URMs across the state.

Survey of Seismically Vulnerable Buildings
(Photo by Degenkolb Engineers, City Consultant)

Mandatory Local Seismic Ordinances

Despite the damage that occurred due to the 1994 Northridge Earthquake, it has been difficult for local jurisdictions to develop, pass, and successfully enforce seismic mitigation programs. This is mainly due to the economic pressures that a city and its residents will endure because of these types of programs. In recent years, some California cities have made seismic mitigation programs a priority and have been proactive in developing and enforcing mandatory seismic ordinances. The scope and details of the ordinances vary from city to city but the primary focus of the most recent ordinances has been targeting soft, weak, or open front wood frame buildings (SWOF), non-ductile concrete buildings (NDC), and pre-Northridge steel moment frame buildings (PNMF).

The tables below provide a summary of the cities that are actively enforcing seismic ordinances:


Jurisdiction No. of Affected
Ordinance Ordinance Status
Beverly Hills 300 Reported Wood Soft-Story
built prior to 1978
Approved and in effect
Los Angeles 13,500 Reported Wood Soft-Story
4 units or more
built prior to 1978
Approved and in effect
1,500 Reported Non-Ductile Concrete
built prior to 1977
Approved and in effect
Santa Monica 209 Reported

URM built
prior to 1975

Approved and in effect
34 Reported Conc/CMU with
Flex Diaph. Built
prior to 1994
Approved and in effect
1,573 Reported Wood Soft-Story
built prior to 1978
Approved and in effect
66 Reported Non-Ductile Concrete
built prior to 1977
Approved and in effect
80 Reported Pre-Northridge Steel
Moment Frames
built prior to 1995
Approved and in effect
West Hollywood 780 Reported Wood Soft-Story
built prior to 1978
Approved and in effect
55 + (60 potential steel
or concrete) Reported
Non-Ductile Concrete
built prior to 1977
Approved and in effect
31 + (60 potential steel
or concrete) Reported
Pre-Northridge Steel
Moment Frames
built prior to 1995
Approved and in effect
Pasadena 500 Reported Wood Soft-Story
built prior to 1978
In Development



Jurisdiction No. of Affected
Ordinance Ordinance Status
Alameda 100 Reported Wood Soft-Story
5 units or more
built prior to 1985
Approved and in effect
Berkeley 327 Reported Wood Soft-Story
5 units or more
built prior to 1978
Approved and in effect
Oakland 1,380 Reported Wood Soft-Story
5 units or more
built prior to 1991
Survey Complete.
Retrofit voluntary.
Palo Alto 294 Reported Wood Soft-Story In Development
San Francisco 4,956 Reported Wood Soft-Story
5 units or more
built prior to 1978
Approved and in effect


Concluding Efforts

Daniel Zepeda, Degenkolb Principal, with SEAOSC
Mexico City Reconnaissance Team discussing 2016
Earthquake Damage and Response

The effort to make our cities safer and more resilient after a seismic event has had great momentum over the past few years and continues to grow. Most recently, the City of Los Angeles released an earthquake early warning detection system app. The technology will provide a small amount of time that can be used to shut down rail systems, coordinate signal lights, warn emergency response teams etc.

Concluding Thoughts

SO, ARE WE READY FOR THE NEXT ONE? We hope that we have demonstrated that most jurisdictions have been taking seismic risk seriously since the 1994 Northridge Earthquake and hopefully, we are better off than 25 years ago. There is still a tremendous amount of work to be done.  It is difficult to convince stakeholders and government bodies of the critical importance of these risk mitigation programs. Government entities are faced with the pressure of balancing seismic safety with the economic hardship of their communities. For this reason, even 25 years after the Northridge Earthquake we are still struggling to get most of our seismically vulnerable buildings up to a “reasonable seismic safety level.” Thousands of structures remain in need of seismic evaluation and retrofit. Unfortunately, most of us have become complacent and have forgotten the terror we feel when the earth literally moves below our feet and the devastation that comes with it. We need to let our community leaders know how important this is for the safety and well-being of their constituents as well as the resilience of our communities.


About The Authors:

Daniel Zepeda received his Master’s degree in Structural Engineering from the University of California, Berkeley and is a licensed Structural Engineer in California and a Principal with Degenkolb Engineers. With over a decade of experience in seismic evaluation and seismic strengthening of existing buildings, Daniel’s project breadth spans large medical centers, civic buildings and privately owned structures. He is the past chair of the Structural Engineers Association of California (SEAOC)’s Existing Buildings Committee and current chair of the Southern California chapter. He is currently helping cities in the Los Angeles area including the cities of Los Angeles, Santa Monica, Beverly Hills, West Hollywood, Pasadena, and Culver City with their seismic programs. Daniel was a member of Degenkolb’s post-earthquake reconnaissance team that surveyed both the 2010 Chile Earthquake, the 2010 Baja California Earthquake, the 2016 Taiwan Earthquake, and the 2017 Mexico City Earthquake. He is also participating in the update of the latest version of ASCE 41 and development of the new ATC-78 and ATC-134.

Matt Barnard is a Principal in the Los Angeles office of Degenkolb Engineers. Matt has a M.S. in Structural Engineering from the University of Illinois, Urbana-Champaign and is a licensed Civil Engineer and Structural Engineer in California. His experience includes new design, alternations, tenant improvements and retrofits for healthcare, higher education, and civic facilities. Matt is a Director on the Board of the Structural Engineers Association of Southern California (SEAOSC) and represented SEAOSC on the Building Forward LA Task Force that was created by Mayor Garcetti’s Resilience office. He is a Los Angeles Affiliate Board Member and active mentor of ACE Mentoring and was named an National Outstanding Mentor in 2015. Matt is also a member of the national Guidelines Committee for the Council of American Structural Engineers, a member of the Technical Advisory Committee for the US Resiliency Council, and a past subcommittee chair for SEAOSC Buildings at Risk Summit. He is a disaster service worker volunteer through the California OES Safety Assessment Program. Matt also serves as a member of the part-time faculty for California State University, Fullerton.


City of West Hollywood, Building Inventory Survey and Seismic Ordinances

City of Pasadena, Wood Soft Story, Seismic Retrofit Program

City of Santa Monica Hazardous Building Evaluation

City and County of Honolulu – Tsunami Ready Program