LETTER

LETTER

KELAS B

KELOMPOK 3

NAMA ANGGOTA         :

1.             Abie Galih Karli

2.             Eko Ari Sunarwanto

3.             Gayuh Wicaksono

4.             Jessy Chaleda Salman

5.             Syarifah Hidayah

UNIVERSITAS MUHAMMADIYAH TANGERANG

Jl. Perintis Kemerdekaan I/33 Cikokol, Tangerang

1.      Writing letter of business for civil engineering

2.      Writing proposal about civil engineering business

REQUEST FOR PROPOSAL

Design services for the redevelopment of a vacant building totaling 70,000 square feet into a medical office facility.

BACKGROUND

The intent of this RFP is to have the firms under consideration specifically address the services required and provide a well-considered price proposal for those services.

The owner is looking for a "turnkey" approach, where the architecture firm will provide the following (not listed in order of preference):

1. A conceptual plan for the building, incorporating the latest thinking in the field concerning office requirements.

2. Recommendations relative to the installation of different building systems (e.g., heat pumps vs. VAV).

3. Specific conceptual drawings and detailed engineering and construction drawings that will serve as the basis for both bidding and construction by a general contractor.

4. Help with selection of construction firms that should be given an opportunity to bid on the project based on their reputation for quality, their experience (previous medical projects are given specific attention), their reputation for on-time and on-budget performance, and their financial credibility.

5. Preparation of necessary bid documents to be sent to construction firms for the project.

6. Review of the bids received to assess the relative merits of each and assist the owner in awarding the contract, as well as in preparing (from a business perspective) an appropriate contract (owner will have legal representation) if standard AIA Contract Documents are not used.

7. Preparation of certain marketing materials for a pre-leasing and post-completion leasing effort (e.g., renderings, both interior and exterior).

8. Develop a standard fit-out package for tenants and a budget for each tenant, with pricing for custom add-ons and the standard fit-out.

9. Regular site observations of the contractor and subcontractors during the construction phase, and sign off on construction drawings to assure that scheduled payments are made, with appropriate holdbacks, when predetermined work has been completed.

10. Assistance, where necessary, with the government approval process (i.e., permits).

11. Final sign-off on the project, assuring that the final project represents what was originally conceptualized and captured in the working drawings.

12. Some work on the building has already been done, including a complete upgrade of the elevators and the lobby. In process is a complete renovation of the roof. These items are excluded from the RFP.

13. This project is expected to be completed by _____________.

14. The existing facility will be available for inspection between the dates of _______ and _________. Please call to make an appointment.

As this proposal covers new construction and renovations and additions to an existing building, please answer the questions providing information to support new construction, additions, and renovations.

1. Provide the following information:

a. Name of firm

b. Complete address

c. Contact person

d. Telephone number

e. Fax number

f. Internet address

g. E-mail address

2. Provide a General Statement of Qualifications that responds to the project background information given above.

3. Personnel

a. List the professional and support positions and number of personnel in each position.

b. Provide an organizational chart, including resumes of all personnel who would be committed to this project. Provide specific information as to their experience on projects similar to this one. For the project manager and project architects identified as part of the project team, provide the name and phone number of two (three, four, your call) clients with whom the architect has worked on a similar building project.

c. List professional consultants outside your firm whom you propose would provide services not available in your firm. Provide specific information documenting their work on similar projects.

4. Medical Office Facilities

a. Submit a list of all health care-related projects your firm currently has in progress and the status of each.

b. For your last five health care projects, provide the following:

1) Name of project

2) Client contact

3) Owner’s total initial budget

4) Total project cost

i. Number of change orders

ii. Total cost of change orders

5) Date of bid

6) Scheduled completion date

7) Actual completion date

c. List your three best projects and the project personnel, including consultants, for those projects.

d. Describe the exceptional features of health care facilities designed by your firm.

e. Explain your firm’s medical technology expertise.

5. Special Design Concerns

a. Explain how your firm ensures compliance with the Americans with Disabilities Act (ADA). Provide examples.

b. Efficient energy usage is a concern of the corporation. Describe how your firm incorporates this aspect of design into its work. Provide examples.

6. Architectural/Engineering Service

a. Provide information on your current workload and how you would accommodate this project.

b. Describe in detail the process you would follow from schematic approval through approval of the final design.

c. Outline the design schedule you would implement to meet the expected construction and occupancy dates. Describe the methods you would use to maintain this schedule.

d. Describe your method for consensus building, including your role, the methodology employed, the outcome, and a contact person for a recent project where you employed this method.

e. Describe the types of problems you have encountered on similar projects, and explain what you did to resolve the problems and what you would do differently to avoid such problems on future projects.

f. Describe how your firm can add value to this project and the process and include examples of situations from comparable projects where the owner realized tangible value.

7. Construction Costs

a. Describe cost control methods you use and how you establish cost estimates. Include information on determining costs associated with construction in existing facilities.

b. List the steps in your standard change order procedure.

8. Legal Concerns

a. Explain the circumstances and outcome of any litigation, arbitration, or claims filed against your company by a health care client or any of the same you have filed against a health care client.

b. Explain the circumstances and outcome of any litigation, arbitration, or claims filed against your company by any client other than a health care client or any of the same you have filed.

c. Explain your General Liability Insurance coverage.

d. Explain your Professional Liability Insurance coverage.

9. Fees

a. Provide information on your preliminary fee structure based on the scope indicated above, including anticipated reimbursable costs.

b. Submit a schedule of hourly rates by employee classification, including terms and rates of overtime for additional work if requested.

RESOURCES

For More Information on This Topic

See also “Project Delivery Options,” by Philip G. Bernstein, FAIA, The Architect’s Handbook of Professional Practice, 13th edition, Chapter 10, page 257. The Handbook can be ordered from the AIA Bookstore by calling 800-242-3837 (option 4), by sending an e-mail to bookstore@aia.org, or by visiting www.aia.org/books.

More Best Practices

The following AIA Best Practices provide additional information related to this topic:

03.02.02 Sample Request for Qualifications Format

05.02.01 Educating the Client

05.03.01 Qualifications-Based vs. Low-Bid Contractor Selection

Feedback

The AIA welcomes member feedback on Best Practice articles. To provide feedback on this article, please contact bestpractices@aia.org.

Key Terms

• Practice

• Marketing

• Marketing plans

• Request for prop

3.      Memo writing about civil engineering business

DEPARTMENT OF THE ARMY

U.S. ARMY CORPS OF ENGINEERS

441 G STREET, NW

WASHINGTON, DC 20314-1000

MEMORANDUM FOR MAJOR SUBORDINATE COMMANDS

SUBJECT: U.S. Army Corps of Engineers Civil Works Review Board (CWRB) Expectations

and Guidelines

1. The U.S. Army Corps of Engineer's Planning Program must be managed in an organized and

coherent fashion, in accordance with the "Planning" tenet of the Corp's Planning Modernization

initiative. To fully realize the "Program" tenet, all elements of the agency must produce clearly

supported, risk informed, high quality, policy compliant and well written documentation,

resulting in policy and legally compliant decision documents. This memorandum addresses

enterprise standards and procedures to enable the execution of organized and predictive

management of studies through the Civil Works Review Board (CWRB) process.

2. The Division Commander's submittal of a final study report initiates a series of Washingtonlevel

actions, including a CWRB, which culminate in a Chiefs Report. Following consideration

by the Administration and Congress, most Chiefs Reports result in authorization of the

recommended project. The purpose of this memorandum is to emphasize required standards

regarding the district commander's final report package, the Division Commander's endorsement

of the final report package, and the preparations for a successful CWRB.

3. Districts are responsible for developing study documents in accordance with the procedures

and policies set forth in applicable USACE engineering regulations and circulars. EC 1165-2-

214 mandates that all required reviews, with the exception of the USACE policy compliance

review, be completed before the District Commander signs the final feasibility report. By

endorsing the final report package to HQUSACE, the MSC Commander is confirming that the

division staff has reviewed the report, it complies with all applicable policies and laws in place at

the time of its completion and he or she concurs with the findings and recommendations of the

District Commander. Because of the necessary independent nature of the Divisions' quality

assurance function, the MSC review of the final report will not be concurrent with the

HQUSACE policy review.

4. The duty of the HQUSACE policy review team is to ensure that the final feasibility report is

ready for immediate release upon completion of the CWRB. To accomplish this, the policy

review team is provided up to six weeks prior to the CWRB during, which it assesses the final

report package to identify any key concerns with the documentation, and to work with the

vertical team to resolve those concerns.

SUBJECT: U.S. Army Corps of Engineers Civil Works Review Board (CWRB) Expectations

and Guidelines

5. As a result of multiple experiences where delayed, incomplete, or poor quality final study

report submittal packages have compromised the completion of a full and adequate assessment

prior to the scheduled CWRB, USACE Civil Works Directorate will no longer calendar a

project-specific CWRB date and time until a complete MSC Final Report Submittal Package, as

required by either Exhibit H-7 ofER 1105-2-100 or Planning Bulletin PB 2013-03-Reissue, has

been logged into the Office of Water Project Review (OWPR). The HQUSACE Regional

Integration Team (RIT) will ensure the adequacy of the MSC Final Report Submittal Package.

6. Once a complete MSC Final Report Submittal Package is logged for review, a tentative

CWRB date will be identified within 60 days of the log-in date. Enabled by higher quality final

report package submissions, the OWPR goal will be to complete the pre-CWRB review

assessment within 30 days. In all cases, the OWPR Team will complete its assessment and

resolution of any identified issues within 42 days of the log-in date, unless exempted by the

Director of Civil Works (DCW) due to excessive work load. If issues are not resolved by the

completion of the assessment, the report will be returned to the MSC for additional work and

revision. However, in order to ensure organized scheduling and consistent program

management, no reviews or CWRB dates for a project will be prioritized over previous

commitments to another project without the approval of the Deputy Commanding General for

Civil and Emergency Operations (DCG-CEO) or the DCW.

7. The CWRB date and time will only be confirmed after the OWPR policy assessment is

complete and the CWRB Panel, including either the DCG-CEO or DCW, have been pre-briefed

and concur with finalizing the schedule for the CWRB. In all cases, the OWPR Team will brief

the DCG-CEO and DCW within 50 days of receipt of the Final Report Submittal Package.

CWRB dates will normally be scheduled within two to three weeks of the CWRB Panel prebrief.

The goal is that all CWRBs will be scheduled and executed no more than 60 days

following log-in of the complete MSC Final Report Submittal Package.

DISTRIBUTION:

Commander:

Great Lakes and Ohio River Division, CELRD

Mississippi Valley Division, CEMVD

North Atlantic Division, CENAD

Northwestern Division, CENWD

Pacific Ocean Division, CEPOD

South Atlantic Division, CESAD

South Pacific Division, CESPD

Southwestern Division, CESWD

JOHN W. PEABODY

Major General, USA

Deputy Commanding Gen ral

for Civil and Emergency Operations

 

 

4.      Facture writing about civil engineering business

(SAMPLE BILLING INVOICE)

COMPANY LETTERHEAD

GREAT ENGINEERS INC.

October 15, 2013

Mr. Ryan Dahlke, P.E.

Consultant Design Engineer

Montana Department of Transportation

2701 Prospect Ave.

P.O. Box 201001

Helena, MT59620-1001

Professional Services                                                  INVOICE #:         284                                   

NH 2-10(32)0                                                            

Big Sky Country – North                                           PROJECT NO:      9900

CN 4089

                                                                                                                                                     

In accordance with the agreement dated July 5, 2009, between the State of Montana and Great Engineers, Inc.

Services from August 31, 2010 through September 30, 2010

Total Amount of contract                                           $131,944.00

Project Completion                                                                  98%

Total Amount Earned to Date                                                $130,174.54

Total Amount Billed Previously                                 ($129,737.85)

TOTAL AMOUNT DUE THIS BILLING                      $436.69

Certification:

I hereby certify this claim is correct and just in all respects and that payment or credit has not been received.  I further certify all subconsultant claims included with this claim are the result of a legally executed subconsultant agreement that contains all the requirements of the contract between MDT and this firm:

                                                                                    This claim contains no

MaryJones, Accounting                                              unallowable costs under

Great Engineers, Inc.                                                  48 CFR 31.2

For any questions regarding this invoice contact                                   at Tel #                       

 

 

COMPANY LETTERHEAD

GREAT ENGINEERS INC.

Invoice No:       284

 Project No:      9900

 Date:     October 15, 2010

NH 2-10(32)0

Big Sky Country – North

CN 3089

This                

                                                                                           Invoice                 Cumulative

LABOR                                                                              $35.50                 $31,510.65

OVERHEAD 145%                                                             51.48                   45,690.44

                                                                                    --------------                   -------------

SUBTOTAL LABOR                                                                    $86.98                 $77,201.09

                                                                                    --------------                   -------------

SUBCONSULTANTS (Invoices Attached)                    $464.40                 $40,446.59

                                                                                    --------------                   -------------

DIRECT EXPENSE                                                            $0.00                 $3,387.86

                                                                                    --------------                   -------------

TOTAL COSTS                                                                $551.38              $121,035.54

                                                                                    --------------                   -------------

FIXED FEE (% OF LABOR)                                                        $10.44                   $9,139.00

                                                                                    --------------                   -------------

TOTAL DUE THIS INVOICE                                       $561.82              $130,174.54

------------------------------------------------------------------------------------------------------

DBE TRACKING - PAID SINCE LAST INVOICE

DBE and Non- DBE Subconsultants	Date Paid	Amount Paid

 

COMPANY LETTERHEAD

GREAT ENGINEERS INC.

                                                                                               

                                                                                                        Invoice No:      284

                                                                                                         Project No:    9900

                                                                                                       Date:  October 15, 2010

NH 2-10(32)0

Big Sky Country – North

CN 3089

ENGINEERING SERVICES                       EMPLOYEE    HOURS    RATE    AMOUNT

PROJECT MANAGER                     BillJones                 1.00    $24.00           $24.00

                                                                                               

CIVIL ENGINEER II                                   EdBlake                  0.00     22.00               0.00

CIVIL ENGINEER II                                   FloSmith                 0.00     22.00               0.00

DESIGNER/DRAFTSMAN              Rick Deeds             0.00     14.00               0.00

SECRETARY/CLERICAL               Bob Able                 1.00     11.50             11.50

                                                                                                                            --------

                                                                                                                             $35.50

DIRECT EXPENSE                                                              This                

                                                                                           Invoice               Cumulative

Computer (rate/hour)                                                              0.00                        0.00

Title Commitments                                                                 0.00                        0.00

Federal Express & Postage                                                     0.00                    216.02

Mileage (rate/mile)                                                                  0.00                        0.00

Lodging (# of nights for this invoice)                                     0.00                 1,160.91

Photo Processing and Reproduction                                       0.00                    975.32

Supplies for Sampling                                                             0.00                      39.07

Meals                                                                                       0.00                    246.80

Phone                                                                                      0.00                    199.74

Plan Review Fee                                                                     0.00                    550.00

Itemize additional Direct Expenses as appropriate

                                                                                              -------                   -----------

TOTAL DIRECT EXPENSE                                                          $0.00                 $3,387.86

 

COMPANY LETTERHEAD

GREAT ENGINEERS INC.                                                                                  

                                                                                                        Invoice No:      284

                                                                                                         Project No:    9900

                                                                                                       Date:  October 15, 2010

NH 2-10(32)0

Big Sky Country – North

CN 3089

                                                                                    This                                                           SUBCONSULTANT SERVICES                                    Invoice             Cumulative

DHC Engineering (Geotechnical)                                         $0.00                $7,533.61

Acme Surveying (Land Surveys)                                        464.40                10,593.89

B&L Company (Landscape Architect)                                   0.00                 5,369.33

BertBowman (Hydrogeologist)                                              0.00                 2.342.10

GusGordon (Backhoe Operator for Geotechnical)                 0.00                 1,080.00

Del Bowman & Co. (Mechanical & Electrical)                      0.00                12,513.66

BeverlyCox (Drafting)                                                            0.00                 1,014.00

                                                                                            --------                ------------

TOTAL SUBCONSULTANT SERVICES                     $464.40              $40,446.59

5.      Inquiry writing about civil engineering business

6.      Curiculum vitae

Curriculum Vitae

Chalioris E. Constantin, Dr. Civil Engineer, Assist. Professor

Personal data

• Family & First name: CHALIORIS Constantin

• Place of birth: Chios, Greece

• Date of birth: January 29th, 1971

• Nationality: Hellenic

• Marital status: Married, with one child

• Home address: 15-17, Pontion street, Xanthi 67100, Greece

• Univ. address: Democritus University of Thrace - Civil Engineering Dept.

Structural Engineering Division - Reinforced Concrete Lab.

12, V. Sofias street, Xanthi 67100, Greece

E-mail: chaliori@civil.duth.gr

Web page: http://utopia.duth.gr/~chaliori/

Tel./fax: +302541079632

Education - Studies

• June 1988 Graduate of High School of Athens, Greece.

• June 1993 Diploma in Civil Engineering (5-year course), School of Engineering,

Democritus University of Thrace, Greece.

Grade: 8.37 (84%).

Awards from the State Scholarships Foundation (I.K.Y.) and from the Technical

Chamber of Greece for excellences at the 1st, 2nd, 4th and 5th academic

year with grades 8.53, 8.21, 8.06 and 9.43, respectively.

• Nov. 1999 Postgraduate Specialization Diploma (M.Sc.) in Structural Engineering (oneyear

course) entitled: “Advanced Materials and Technologies for the Design

of Reinforced Concrete Structures”, Department of Civil Engineering, School

of Engineering, Democritus University of Thrace, Greece.

Grade point average: 9.10 (91%).

• Feb. 2000 Doctoral Diploma (Ph.D.) in Civil Engineering, Democritus University of

Thrace, Greece. Dissertation title: “Study of the Behaviour and the Failure

Mechanisms of Plain and Reinforced Concrete Elements in Torsion”.

Grade: 10 (100%).

2

Academic career

• 1994-2003 Laboratory teaching assistant and associate in research projects of Reinforced

Concrete Laboratory, Civil Engineering Dept., Democritus University of

Thrace, Greece.

• Dec. 2003 Lecturer in Structural Engineering Division of Civil Engineering Dept.,

School of Engineering, Democritus University of Thrace, Greece, in the field

of: “Experimental Research of Concrete Members”.

• Oct. 2009 Assistant Professor in Structural Engineering Division of Civil Engineering

Dept., School of Engineering, Democritus University of Thrace, Greece, in

the field of: “Experimental Research of Reinforced Concrete Members”.

Teaching and academic experience

• Teaching in Civil Engineering Dept. of Democritus University of Thrace:

Undergraduate courses:

- “Reinforced Concrete IA” (7th semester – core course), since 2004

- “Prestressed Concrete” (9th semester – compulsory course of structural engineering option),

since 2004

- “Laboratory Topics of Reinforced Concrete” (8th semester – elective course), since

2004

- “Design of Masonry Structures” (8th semester – elective course), since 2004

- “Testing and Rehabilitation of Reinforced Concrete Structures” (9th semester – elective

course), since 2010

Postgraduate course in Structural Engineering:

- “Design of Reinforced Concrete Members” (compulsory course), since 2004

• Supervisor of 2 doctoral dissertations and over 30 undergraduate diploma theses and postgraduate

dissertations in Reinforced Concrete Lab. of Civil Engineering Dept., Democritus

University of Thrace.

• Member of the seven-member examination committees of 9 doctoral candidates in Civil

Engineering Dept., Democritus University of Thrace.

• Other related activities:

- Instructor in seminars of Technical Chamber of Greece, Centre of Employment Opportunities

(K.E.K.) and National Institute of Employment Opportunities (I.E.K.), since 1993.

- Lectures in meetings organized by Technical Chamber of Greece, on subjects in the field

of EuroCode 2 and design of reinforced concrete structures, since 1996.

- Member of the educational personnel of the Training Institute (IN.EP.) of National Centre

for Public Administration and Local Government (E.K.D.D.A.) for the continuous train3

ing (via seminars) of the Engineers of the public services and local government, on subjects

in the field of construction materials, in-situ testing, capacity assessment, repair and

strengthening techniques of existing reinforced concrete structures, since 2003.

- Member of the three-member examination committees of Technical Chamber of Greece

(East-Macedonian Dept.) for examining and awarding professional licenses of civil engineers,

since 2007.

Reviewer

Reviewer in the following refereed journals:

• Engineering Structures

• Advances in Engineering Software

• Cement and Concrete Composites

• Composite Structures

• Steel and Composite Structures

• Journal of Composites for Construction, ASCE

• Computers and Concrete

• Scientific Research and Essays

• World Applied Science Journal

and in the 7th European Conference on Structural Dynamics (Eurodyn 2008), Southampton,

UK, July 2008.

Research projects

- Scientist in charge of the postgraduate course programme of Structural Engineering Division,

Department of Civil Engineering, Democritus University of Thrace, since 2010.

- Scientist in charge and member of teams of research programmes in Department of Civil

Engineering, Democritus University of Thrace concerning laboratory tests of concrete subassemblages,

seismic assessment and in-situ testing of special buildings and pre-seismic safety

evaluation of buildings, since 1994.

Professional activity

- Member of Technical Chamber of Greece since 1993.

- Designer of buildings, special structures, capacity assessment and rehabilitation of historic

masonry buildings and reinforced concrete structures in Thrace, Thessaloniki, Korinthos,

Nafplio, Argos, Chania and Athens (as consultant engineer in construction offices and as associate

in research project teams).

4

Research interests

• Design and analysis of concrete and masonry structures

• Testing of concrete members under static and cyclic loading

• Repair and strengthening of concrete members and structures (resin injections, reinforced

cast-in-place concrete and shotcrete jacketing and Fibre-Reinforced-Polymers materials)

• In-situ testing and capacity assessment of concrete structures

• Torsional analysis of plain, fibre, reinforced and prestressed concrete members

• Fibre concrete behaviour

Publications

Doctoral dissertation

1. C.E. Chalioris, “Study of the Behaviour and the Failure Mechanisms of Plain and Reinforced

Concrete Elements in Torsion”, Doctoral Dissertation, Civil Engineering Dept., School of Engineering,

Democritus University of Thrace, Xanthi, Greece, 440 pp., 1999.

International refereed journals

2. C.G. Karayannis, C.E. Chalioris, K.K. Sideris, “Effectiveness of RC Beam-Column Connection Repairing

using Epoxy Resin Injections”, Journal of Earthquake Engineering, Vol. 2, No. 2, pp.

217-240, 1998.

3. C.G. Karayannis, C.E. Chalioris, “Experimental Validation of a Smeared Analysis for Concrete in

Torsion”, Journal of Structural Engineering, ASCE, Vol. 126, No. 6, pp. 638-645, 2000.

4. C.G. Karayannis, C.E. Chalioris, “Capacity of RC Joints Suffered Early-age Cyclic Loading”,

Journal of Earthquake Engineering, Vol. 4, No. 4, pp. 479-510, 2000.

5. C.G. Karayannis, C.E. Chalioris, “Strength of Prestressed Concrete Beams in Torsion”, Journal

Structural Engineering and Mechanics, Vol. 10, No. 2, pp. 165-180, 2000.

6. C.E. Chalioris, “Experimental Study of the Torsion of Reinforced Concrete Members”, Journal

Structural Engineering and Mechanics, Vol. 23, No. 6, pp. 713-737, 2006.

7. C.E. Chalioris, “Analytical Model for the Torsional Behaviour of Reinforced Concrete Beams

Retrofitted with FRP Materials”, Journal Engineering Structures, Vol. 29, No. 12, pp. 3263-

3276, 2007.

8. C.E. Chalioris, “Torsional Strengthening of Rectangular and Flanged Beams using Carbon Fibre-

Reinforced-Polymers – Experimental Study”, Journal Construction and Building Materials,

Vol. 22, No. 1, pp. 21-29, 2008.

9. C.G. Karayannis, C.E. Chalioris, G.M. Sirkelis, “Local Retrofit of Exterior RC Beam-Column

Joints using Thin RC Jackets – An Experimental Study”, Journal Earthquake Engineering and

Structural Dynamics, Vol. 37, No. 5, pp. 727-746, 2008.

10. C.E. Chalioris, M.J. Favvata, C.G. Karayannis, “Reinforced Concrete Beam-Column Joints with

Crossed Inclined Bars under Cyclic Deformations”, Journal Earthquake Engineering and

Structural Dynamics, Vol. 37, No. 6, pp. 881-897, 2008.

5

11. C.E. Chalioris, C.G. Karayannis, “Effectiveness of the use of Steel Fibres on the Torsional Behaviour

of Flanged Concrete Beams”, Journal Cement and Concrete Composites, Vol. 31, No. 5,

pp. 331-341, 2009.

National refereed journals (in Greek)

12. C.G. Karayannis, C.E. Chalioris, “Torsional Behaviour of Reinforced Fibrous Concrete Elements”,

Journal “Technika Chronika”, Scientific Journal of Technical Chamber of Greece - A,

Vol. 16, No. 1-2, pp. 53-67, 1996.

13. C.G. Karayannis, C.E. Chalioris, “Repair of R/C Elements using Damaged by Seismic Excitations

using Resin Injections”, Journal “Scientific Review Ktirio”, Vol. C, pp. 31-38, 1998.

14. C.G. Karayannis, C.E. Chalioris, “Experimental Investigation of Fiber – Concrete Behaviour in

Direct Tension”, Journal “Scientific Review Ktirio”, Vol. A, pp. 45-54, 2000.

15. C.G. Karayannis, C.E. Chalioris, “Influence of Steel-Fibers on the Capacity of Flanged Beams in

Torsion”, Journal “Technika Chronika”, Scientific Journal of Technical Chamber of Greece - A,

Vol. 20, No. 2, pp. 111-122, 2000.

International conferences without proceedings (invited papers)

16. C.G. Karayannis, C.E. Chalioris (presenter), “Smeared Crack Model for Plain Concrete in Torsion

and Experimental Validation”, ACI–ASCE 445, Shear and Torsion Committee, Toronto

Convention “Torsion of Structural Concrete: Recent Advances”, Toronto, Canada, Oct. 2000.

17. C.G. Karayannis, C.E. Chalioris (both presenters), “Torsion of Prestressed Concrete and Steel-

Fiber Concrete Members”, ACI–445E Torsion of Structural Concrete Committee, Structural

Engineering Institute (SEI) of the ASCE “Structures Congress & Exposition”, Nashville, Tennessee,

USA, May 2004.

International refereed conferences

18. C.M. Economou, C. Prinou, C.E. Chalioris, C.G. Karayannis, “Capacity Decrease of RC Joints

due to Seismic Actions in the Curing Period”, Proceedings of the 11th European Conference on

Earthquake Engineering (ECEE), Paris, France, Proceedings in CD form, folder T2, file:

ecocdo.pdf, Sept. 1998.

19. C.E. Chalioris (presenter), “Shear Performance of RC Beams using FRP Sheets Covering Part of

the Shear Span”, Proceedings of the 1st International Conference on Concrete Repair, St-

Malo, Brittany, France, Vol. 2, pp. 809-816, July 2003.

20. C.G. Karayannis, C.E. Chalioris (presenter), “Strengthening of Shear T-beams using Carbon

FRP”, Proceedings of the 1st International Conference on Concrete Repair, St-Malo, Brittany,

France, Vol. 2, pp. 775-782, July 2003.

21. C.G. Karayannis, G.M. Sirkelis, C.E. Chalioris (presenter), “Repair of Reinforced Concrete Tbeam

– Column Joints using Epoxy Resin Injections”, Proceedings of the 1st International Conference

on Concrete Repair, St-Malo, Brittany, France, Vol. 2, pp. 793-800, July 2003.

22. C.G. Karayannis, C.E. Chalioris (poster presentation), “Experimental Investigation of the Contribution

of Bonded C-FRP jackets to Shear Capacity of RC Beams”, Proceedings of the International

Symposia “Celebrating Concrete: People and Practice”, University of Dundee, Scotland,

UK, Vol. Role of Concrete in Sustainable Development, pp. 689-696, Sept. 2003.

6

23. C.E. Chalioris (presenter), “Cracking and Ultimate Torque Capacity of Reinforced Concrete

Beams”, Proceedings of the International Symposia “Celebrating Concrete: People and Practice”,

University of Dundee, Scotland, UK, Vol. Role of Concrete Bridges in Sustainable Development,

pp. 109-118, Sept. 2003.

24. C.G. Karayannis, C.E. Chalioris (presenter), “Cyclic Testing of RC Connections in the Concrete

Curing Period: Influence on the Final Capacity”, Proceedings of the International Symposia

“Celebrating Concrete: People and Practice”, University of Dundee, Scotland, UK, Vol. Role

of Concrete in Sustainable Development, pp. 319-328, Sept. 2003.

25. C.G. Karayannis, C.E. Chalioris (presenter), P.D. Mavroeidis, “Shear Capacity of RC Rectangular

Beams with Continuous Spiral Transversal Reinforcement”, Proceedings of the 12th International

Conference on Computational Methods and Experimental Measurements (CMEM

2005), Malta, pp. 379-386, June 2005.

26. C.E. Chalioris (presenter), “Behaviour Model and Experimental Study for the Torsion of Reinforced

Concrete Members”, Proceedings of the 3rd International Conference on High Performance

Structures and Materials (HPSM 2006), Ostend, Belgium, pp. 459-468, May 2006.

27. C.G. Karayannis, G.M. Sirkelis, C.E. Chalioris (poster presentation), “Seismic Performance of RC

Beam-Column Joints Retrofitted using Light RC Jacket – Experimental Study”, Proceedings of the

1st International Conference on Earthquake Engineering and Seismology (ECEES), Geneva,

Switzerland, Proceedings in CD form, PN.136, Sept. 2006.

28. C.E. Chalioris, C.G. Karayannis, M.J. Favvata, “Cyclic Testing of Reinforced Concrete Beam-

Column Joints with Crossed Inclined Bars”, Proceedings of the 13th International Conference

on Computational Methods and Experimental Measurements (CMEM 2007), Prague, Czech

Republic, pp. 623-632, July 2007.

29. C.E. Chalioris (presenter), “Tests and Analysis of Reinforced Concrete Beams under Torsion Retrofitted

with FRP Strips”, Proceedings of the 13th International Conference on Computational

Methods and Experimental Measurements (CMEM 2007), Prague, Czech Republic, pp. 633-

642, July 2007.

30. C.E. Chalioris, “Behavioural Model of FRP Strengthened Reinforced Concrete Beams under Torsion”,

Proceedings of the 1st Asian Pacific Conference on FRP in Structures (APFIS 2007),

Hong Kong, Republic of China, Vol. I, pp. 111-116, Dec. 2007.

31. C.E. Chalioris, M.J. Favvata, C.G. Karayannis, “A New Method for the Seismic Rehabilitation of

Old Exterior Reinforced Concrete Beam-Column Joints”, Proceedings of the 7th European Conference

on Structural Dynamics (Eurodyn 2008), Southampton, UK, Proceedings in CD form,

paper number E245, July 2008.

32. V. Tsioukas, V. Alexandri, C.G. Karayannis, C.E. Chalioris, “Photogrammetry as a Tool to Record

a Historic Building at Risk”, Proceedings of the 22nd CIPA Symposium, Kyoto, Japan, Oct.

2009.

33. C.E. Chalioris, E.F. Sfiri, “Shear Performance of Steel Fibrous Concrete Beams”, Proceedings of

the 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-

12), Hong Kong, Republic of China, Jan. 2011.

and 15 papers in National conferences (13 in Greek and 2 in English)

7

Citations

88 citations are known in books, refereed journals, research reports (in USA Institutes and

Universities), refereed conference proceedings and dissertations (dissertations in Democritus

University of Thrace are excluded).

7.      Bibliography

Bibliography

1. Bulletin 17B, 1982, “Guidelines for Determining Flood Flow Frequency,” Bulletin # 17B

of the Hydrology Subcommittee, March 1982, Interagency Advisory Committee on

Water Data, United States Department of the Interior Geological Survey.

2. Clarke, K.C., 1986, “Advances in geographic information systems, Computers,

Environment and Urban Systems, 10, pp. 175-184.

3. Chow, V.T., D.R. Maidment, and L.W. Mays, 1988, “Applied Hydrology,” McGraw-Hill,

Inc., New York.

4. DMA, 1988, “Department of Defense World Mapping System,” Defense Mapping Agency

Technical Report 8350.2, revised 1988.

5. Dragomir, V.C., D.N. Ghitau, M.S. Mihailescu, M.G. Rotaru, 1982, “Theory of the Earth’s

Shape,” Developments in Solid Earth Geophysics, Elsevier Scientific Publishing Company,

Amsterdam.

6. Dunn, D., 1995, civil engineer, United States Geological Survey, Cameron Road, Austin,

Texas.

7. ESRI, 1993, “Arc Macro Language,” Environmental Systems Research Institute, Inc.

8. ESRI, 1995, “ArcNews,” Vol. 17, no. 2, pp. 9.

9. ESRI, 1994, “Understanding GIS - The Arc/Info Method,” Environmental Systems

Research Institute, Inc.

10. ESRI, 1991, “Cell-Based Processing with GRID,” user documentation, Environmental

Systems Research Institute, Inc., Redlands, California.

11. FGDC, 1994, “Content Standards for Digital Geospatial Metadata,” Federal Geographic

Data Committee, June 8, 1994, c/o United States Geological Survey, Reston, Virginia.

12. Jensen, S.K., 1991, “Applications of Hydrologic Information Automatically Extracted from

Digital Elevation Models,” Hydrologic Processes, 5(1).

13. Jensen, S.K., J.O. Domingue, 1988, “Extracting Topographic Structure From Digital

Elevation Data For Geographic Information System Analysis,” Photogrammetric

Engineering and Remote Sensing 54(11).

14. Jones, N.L., S.G. Wright, D.R. Maidment, 1990, “Watershed delineation with trianglebased

terrain models. Journal of Hydraulic Engineering 116(10).

15. Maidment, D.R., 1993, “Developing a Spatially Distributed Unit Hydrograph by Using

GIS,” HydroGIS ‘93, proceedings of “International Conference on Application of

Geographic Information Systems in Hydrology and Water Resources Management,”

edited by K.Kovar and H.P. Nachtnebel, pp. 181-192.

16. Maidment, D.R., 1993, “GIS and Hydrologic Modeling,” in “Environmental Modeling

with GIS”, edited by M.F. Goodchild.

17. Maidment, D.R., 1994, Professor of Civil Engineering, University of Texas, Austin, Texas.

18. Mizgalewicz, P., 1994, Graduate Student, University of Texas.

19. NRC, 1973, “Minutes of the 60th Meeting,” Associate Committee on Geodesy and

Geophysics, National Research Council of Canada, Ottawa.

20. Olivera, F., 1994, Graduate Student, University of Texas.

21. Ragan, R.M., 1991, “A Geographic Information System to Support State-wide Hydrologic

and Nonpoint Pollutant Modeling, “ Department of Civil Engineering, University of

Maryland.