PROJECTS |
STRUCTURAL
ENGINEERING PROJECT SERVICES |
PROJECTS |
CLIENT/
ARCHITECT |
FEATURES |
SPECIAL
PROJECTS |
Structutal Design at 14 Sites for
Railway Sheds, Over-Head (Elevated)
Water Tanks in Steel & RCC, Station
Buildings, Hospitals, Offices & Housing,
on New Jammu Srinagar Railway Line |
Rites Ltd., Gurgaon |
Snow Loads, Seismic Zone V, 220M Long
Open Ended Steel Sheds, Buildings on
High Embankment, Fancy Platform Steel
Structures |
Nirankari, Sardar Sarovar Project, Delhi |
AB Desigh Habit, Mehrauli, New Delhi |
Monument structure in a lake with human
forms in two layers standing and holding
hands. Initially envisioned to be constructed
completely in steel, but eventually constructed
partially in concrete after Wind Tunnel
tests showed resonance due to wind. |
Executive Hostel
Sikkim, NHPC, New Delhi, (Architects) |
Centre for Architectural Systems Alternatives
New Delhi, (Architects)
(Via School of Planning & Arch, Delhi) |
(Sloping roofs, shear walls) |
Sardar Swaran Singh National Instt of Renew
Energy, Jalandar
(Ministry of Non-Conv Energy Sources) |
Centre for Architectural Systems Alternatives
New Delhi, (Architects)
(Via School of Planning & Arch, Delhi)
Proof checked by CPWD (CDO)
Head of Dept, Architecture, SPA |
Hyperbolic Paraboloid
RCC Shell roofs, Workshop Research labs, commercial &
residential, township. |
Convention Centre, Shastri Park,
Delhi
Area= 7500 sq m |
Delhi Dev. Authority
Executive Engineer, WD5 |
Foundations subject to liquefaction
(designed as Floating building with
basement and rock columns) 3
auditoriums+ 2 meeting halls, Tot ht =
20 m |
Multi-Storey Housing, Dwarka, area=
6000 sq M |
Sheetal Vihar Group Housing Society,
Dwarka
Ms. Kamal Verma |
12 level RCC structure seismic
detailing |
Jammu & Kashmir, Govt. Buildgs, Leh |
Centre for Architectural, Systems
Alternatives, New Delhi, (Architects)
(Via School of Planning & Arch,
Delhi),Head of Dept, Architecture, SPA |
Conf Hall Rs. 80 Lakhs, Approx 30m clear
span octogonal plan steel roof. Area
=2000 SQ M |
Oberoi Hotel , Wild Flower Hall, Shimla
checked and approved by Anthony Hunt,
Consulting Engineers of London |
Ranjit Sabhiki Arch/via Patel & Association |
10 Storey Steel Structure
on hill side. 1 lakh Sqft Ballarpur
panels; Sloping roof Seismic Analysis
|
Hindustan Amusement Machine |
|
Design of Rides |
PROJECTS |
CLIENT/
ARCHITECT |
FEATURES |
INTERNATIONAL EXPERIENCE |
Design of buildings to Australian
standards. Prestress slabs, banded
system |
MPN Consulting Engineers, Brisbane,
Australia |
Several buildings with special floors
having transfer girders for columns & PT
slabs |
Non-Structural Component design for
earthquake resistance of Hospital
Buildings in
California |
Office of Statewide Health
Planning and Development
(OSHPD). |
Design of Non - Structural Components-
electrical HVAC, Architecture
appendages, equipment mounted on
Vibration isolators etc. to stringent
California standards (Title 24 etc)
Immediate Occupancy Perfomance Based
Design |
Building design based on IBC, ACI etc.. |
Tadjer,
Cohen & Edelson (USA) |
Ongoing designs of several buildings, eg.
Dunn Loring, 23 Eye St., Constitution
711 etc; Five story underground parking
with complex ramps; 13 story tower (PRESTRESS
POSTENSION concrete)�in Washington DC
area |
26 Storey Steel Building, San Francisco |
Skidmore Owings & Merrill, San Francisco |
388 Market Street/One Pine Street is
an exceptional 26-story mixed-use red
granite tower that rises from a triangular
base on the north side of Market Street
in downtown San Francisco. In the award
winning design by Skidmore, Owings and
Merrill, 388 Market Street/One Pine Street
offers 10,000 square feet of prime retail
space, and 210,000 square feet of Class "A"
office space, of which two floors are full
service executive suites. It is a Steel Frame
Building Structural Design. Composite
Construction Ductile Detailing |
Westin Hotel, San Francisco International Airport |
Leo A Daly Architect Engineer, San Francisco |
This 7-storey steel braced frame building
was constructed keeping in mind a tight
storey height considering the proximity
of the San Francisco International Airport. |
333 BUSH STREET SAN FRANCISCO, CA |
Skidmore Owings & Merrill, San Francisco |
This mixed-use Class A 42-story building
includes 543,000 gsf office space (34-stories),
seven-stories of separately owned residential
condominium space, two mechanical levels, one
retail level and two basement levels. The
building facade includes spandrel and column
granite panels. Office areas are typically
column free between the core area walls and
windows. The main lobby includes a 68-foot
ceiling that reaches to the bottom of the
seventh floor. Also included is a one-level
subterranean parking garage. |
Design Of Exhibition Structure (India
Pavillion) In Aichi (2004), Japan |
AB Desigh Habit, Mehrauli, New Delhi |
Seismic Force Resisting Steel
Structure--Japanese Codes Followed. Went
To Japan & Got Structural Design
Approved From Japanese Authorities |
Airplane Hangar in Johannesburg, South
Africa |
Frankfurt Short Bruza, Architects &
Engineers, Oklahoma City, USA |
Could accommodate 3 Jumbo Jets side by
side--front open--challenging wind load
design |
Light House |
ANST |
30m high fiber glass tower
designed to international standards |
PROJECTS |
CLIENT/
ARCHITECT |
FEATURES |
RETROFITTING & REHABILITATION |
Seismic Retrofitting Of Structures, Rml
Hospital, New Delhi |
CPWD, New Delhi |
3 Storey building to be built over
existing 3 storey building while
complying with current codal
requirement, IIT Kanpur & Roorkie
requirements & USA standards--with the
building remaing functional during the
retrofit |
Seismic Retrofitting Of Structures, Gtb
Hospital, Ludlow Castle School,
Divisional Commissioner's Office |
Delhi Pwd (Joint Project Of Us Aid,
Geohazard International & Delhi Govt.) |
Close Coordination & Presentation Of
Results To Seismic Design Experts From
Usa & Indian Experts From Iit Roorkee.
Usa & Is Codes Followed. Pushover &
Response Spectrum Analysis |
S.P. Jain Centre & Arts Faculty Building |
South Campus, New Delhi |
Rehabilitation--Foundation Settlement,
Corrosion Protection, Water Proofing
Solutions, , Retrofitting |
Structural Audit Of All Existing
Facilities
Girls' & Boys' Hostel, retrofitting and
Project management |
DLF Services Ltd
School of Planning & Architecture |
Rehabilitation-Foundation Settlement,
Corrosion Protection, Water Proofing
Solutions, Approx 17 Lakh Sq Ft
Rehabilitation-Corrosion protection Fire
Damage, Rainwater harvesting Site
drainage, waterproofing |
Vikas Minar retrofitting, Delhi Dev.
Authority |
Delhi Dev. Authority |
Rehabilitation-Corrosion protection and
inadequate design correction.., Area=
approx 30000 sq m |
Gyan Bharti Public School |
ANSAL�S |
Retrofit & Rehabilitation & Completed
Design phase of shell roof for indoor
badminton court. |
Azadpur
Transport Centre, Ring Rd. |
Delhi
Development Authority |
Corrosion
protection, Falling parapets mumty roof,
tank beams, columns |
Dwarka
Housing |
Delhi
Development Authority |
Rehabilitation of structure Corrosion
solutions |
PROJECTS |
CLIENT/
ARCHITECT |
FEATURES |
LARGE SPAN
STRUCTURES |
Indoor Badm Courts, Pitampura, New
Delhi |
Delhi Development Authority |
35 M X 20 M steel space truss |
V.S.N.L. DATA CENTRE DELHI |
V.S.N.L./EPC |
6 storey RC Frame and shear wall
structure with extraordinary heavy
Industrial level loads in high seismic zone
and post-tension flat slabs. |
Indoor Badm Courts, Saket, New Delhi |
Delhi Development Authority |
Elliptic Parapoloid shape
30 M X 20 M steel space truss |
Indoor Stadium, Khel Gaon, New Delhi |
Delhi Development Authority |
175�X135� space truss.
Indoor volley ball, badminton &
basketball |
Noida Sports Complex |
Enar Consultants Architects/New Okhla
Industrial New Okhla Industrial
Development Authority |
Indoor Badminton Ct. RCC shell
Roof 40 m x 30 m, Multi-Gym |
Platinum Jubilee Indoor Stadium, Banaras
Hindu Univ. |
Chowdhury & Gulzar Singh, New Delhi |
202�X145� Clear span Space Truss |
PROJECTS |
CLIENT/
ARCHITECT |
FEATURES |
INFRASTRUCTURE PROJECTS |
Olympic size pool
Yamuna Sports complex |
Delhi Development |
Raft foundation: Plant room |
36 ML Reservoir and Booster pumping
Station at Malviyanagar |
Dalal Consultants & Engrs Ltd., New
Delhi |
Finite Element Analysis of Pump Room;
Water Tight Structure (IS:3370) |
Deep Sewer Design, Rohini |
Delhi Development Authority |
Finite element analysis
Soil/Structure interaction |
Over-head water tank of fancy shape,
Chhapra |
Rites Ltd. |
4.5 lakh liter |
Olympic size pool, Saket DDA Club |
Delhi Development Authority |
Raft Foundation; Plant room |
Underground Command Tank & Pump
House, Vasant Kunj, 2001 |
Delhi Development Authority |
High Retaining Walls |
Underground Storm Water Drain, Vasant
Kunj |
Delhi Development Authority |
High Retaining Walls |
Over-head water tank |
Gaypagala Regional Water Supply
Schemes, Kamrej, Surat, Gujrat, via
I.I.T Delhi |
30 Lakh Liter, Intze tank |
7 MG Reservoir and Booster pumping |
Delhi Development Authority |
Finite Element Analysis of Pump Room;
Water Tight Structure (IS:3370) Handling
complete |
Over-head water tank |
Birla Textile Mills via I.I.T. Delhi |
2.5 Lakh Liter, Intze tank |
Over-head & UG tank At Sushant Lok
Model |
Ansal Prop & Indust.
New Delhi |
1.25 Lakh Gallon Over head tank-3d
finite element |
Under-ground tank At Ansal Plaza |
Ansal Prop & Indust.
New Delhi |
2 lakh liter under-ground tank and
pump house |
PROJECTS |
CLIENT/
ARCHITECT |
FEATURES |
INDUSTRIAL/SPECIAL/STEEL BUILDINGS &
STRUCTURES |
Upgradation of 12 MN Hydraulic Pipe
Forming Press, From 1200T to 2400T |
Jindal Saw Pipes Ltd.
Mundra, Gujarat |
Complex retrofitting of existing
steel press 1200T capacity to be upgraded
to 2400T. FEM analysis |
V.S.N.L. DATA CENTRE DELHI |
V.S.N.L./EPC |
6 storey RC Frame and shear wall
structure with extraordinary heavy
Industrial level loads in high seismic zone
and post-tension flat slabs. |
Structural Design At 14 Sites For
Railway Sheds, Over-Head (Elevated)
Water Tanks In Steel & Rcc, Station
Buildings, Hospitals, Offices, &
Housing, On New Jammu Srinagar Railway
Line |
RITES LTD., GURGAON |
Snow Loads, Seismic Zone V, 220m Long
Open Ended Steel Sheds, Buildings On
High Embankment, Fancy Platform Steel
Structures |
80 T Traverser |
Reva Engineering & Indian Railways |
Influence lines; Plate Girder Design |
150 T Gantry Crane |
Reva Engineering, New Delhi |
Plate Girder Design |
Light-house Towers Vishakaputnam |
Port Authority of India |
High Wind Zone; Steel |
Times Of India, Printing press
Machine Foundation |
Mr. S.V. Damle |
Multiple frequency steady state
dynamic analysis |
5 T Hoist for U.S. Embassy |
Reva Engineering |
Complex Steel Design |
Buoy Design |
Anu Rashayan Udyog |
Ocean Engineering used, New Delhi |
Intercorp Indust. Ltd. Behror,
Rajasthan |
Chemical Constr. International, New
Delhi |
Steel frame water tank failure
investigation |
PROJECTS |
CLIENT/
ARCHITECT |
FEATURES |
BASE
ISOLATION STUDIES |
10 MW Generator turbine foudation |
Ispat Godawari Ltd., Raipur,
Chattisgarh |
Unique Vibration problem, corrected |
Balram Pur Chini Mills |
via Structures & Foundations,
Structural Consultants, New Delhi
proof checked by GERB Germany |
Challenging machine foundation
(inertia block) on vibration isolators
for Structure supplied by BHEL |
Base Isolated defence structure |
Resistoflex |
Isolation of blast exposed structure |
PROJECTS |
CLIENT/
ARCHITECT |
FEATURES |
INSTITUTIONAL
BUILDINGS |
IGNOU |
RITES |
Several Institutional buildings
approx. 300,000 sq.ft. on hilly site. |
MISC
BUILDING /INFRASTRUCTURE PROJECTS |
TULIP Shopping Mall- NOIDA |
Unicraft |
TULIP Shopping Mall- NOIDA-8 story,
40,000 sq ft retail area. High seismic
zone of ductile moment resisting frame,
7 story tall atrium; plaza with a
swimming pool & health club. |
Jammu & Kashmir School, Kargil
Navodya Vidyalaya |
Centre for Architectural Systems
Alternatives
New Delhi, (Architects)
(Via School of Planning & Arch, Delhi) |
(Sloping roofs snow laods) |
Jammu & Kashmir |
Centre for Architectural |
Building Complexes(Domical roofs) |
Govt. Buildgs, Leh, 2002
Area= Approx 20,000 Sq M |
Systems Alternatives
New Delhi, (Architects)
(Via School of Planning & Arch, Delhi) |
(Sloping roofs, snow laods)
Mini Sectt Assembly, VVIP Guest House
College Building Complex (snow laods) |
N.H.P.C. Sikkim |
Centre for Architectural Systems
Alternatives, New Delhi (Architects)
(Via School of Planning & Arch, Delhi) |
Office Buildings Shear wall buildings in
high Siesmic Zones |
Rohini Sports Complex |
Delhi Development Authority |
Multi-gym, Swimming pool Indoor
Badminton Court 40m x 20 m |
Jasola Sports Complex |
Delhi Development Authority |
Multi-gym, Swimming Pool Admin Buildings |
Boundary Wall
Sarai Kale Khan
|
NDMC |
Challenging site. Completed
Project at 1/4 cost of reinf
Workshop options |
Branch Office And Staff Quarters,
Dholpur |
LIC via Neev Architects, New Delhi |
3-D analysis |
IIT Guwhati, Multistory Residences |
Suresh Goel and Assoc. New Delhi |
High seismic area Shear Wall Analysis
FEM on STAAD |
Kissan Bhawan, New Delhi |
NBCC |
Raft Foundation, Seismic Retrofit,
detailed Computer analysis |
Staff Club, Khel Gaon,
N. Delhi |
Delhi Development Authority |
Arches, spiral stairs, special
foundations |
Multi-gym, Opp. IIT Hostel gate |
Delhi Development Authority |
40�X40� clear span split level, space
folded plate |
Bridge in Bihar |
I.I.T. N. Delhi
Prof. C. S. Surana |
19 m span Skew Bridge |
48 LIG, Kalkaji, New Delhi |
Delhi Development Authority |
Design of 4 Storey Housing |
6 MIG, Kalkaji, New Delhi |
Delhi Development Authority |
Design of 4 Storey Housing |
Chirag Enclave Residence |
Owner |
Investigation and corrective measures
for Rusted reinforcing |
Nursing Home in Kurukshetra |
Garg & Assoc. Architects, Delhi |
Complex raft foundation |
Factory in Noida |
Garg & Assoc. |
11000 sq ft. concrete Architects, Delhi |
Andhra Assoc. Multi-purpose |
Warerkar & Assoc., New Delhi |
Cinema hall like 4-storey with Balcony
and Basement; Shear-wall; Dynamic
Analysis |
Meditation Hall Najafgarh, Haryana |
Team Architects, New Delhi |
80 ft. Square Clear Span Elliptical
Paraboloid shell; Steel Structure (in
one plane) |
Canadian Embassy,
New Delhi |
Canadian Embassy & Northern Constr.,
New
Delhi |
Mix Design & Colour Matching; Concrete,
Trouble Shooting |
Swimming Pool, Delhi Public School |
Chowdhury & Gulzar Singh, New Delhi |
Olympic size Pool |
Vasant Kunj, New Delhi |
Delhi Development Authority |
Underpinning of Foundations |
Motia Khan, New Delhi |
Delhi Development Authority |
Rehab. Of Tilted Building |
Sarita Vihar, New Delhi |
Delhi Development Authority |
Local Shopping Centre |
Yamuna Sports Complex,
New Delhi |
Ram Sharma Arch. School of Planning, &
Architecture |
Badminton & Squash Courts; Annex
Buildings |
PGI, Chandigarh |
Chowdhury & Gulzar Singh |
Misc. Buildings |
Lawrence Road, New Delhi |
Delhi Development Authority |
Rehab of Existing Building & Addition |
Assam Pavillion,
Pragati Maidan |
Chowdhury & Gulzar Singh |
Flat Slab Structure Shell Roof; Basement |
Siddharth Encl., New Delhi |
Delhi Development Authority |
Rehab of Existing Bldg.; Existing
Columns Corroded & Cracked |
Sheikh Sarai, New Delhi |
Delhi Development Authority |
Box Culvert Bridge |
Ready Mix Plant Ballabgarh, Delhi
Mathura Rd Project |
IRCON |
Tackled complex foundation problem |
Office building at Stockton, California |
Structural Design Engineers, San
Francisco |
A 100,000 Sq Ft Steel Moment resisting
frame building. COMPOSITE CONSTRUCTION
DUCTILE DETAILING |
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